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REPUBLIC OF THE PHILIPPINES MINISTRY OF PUBLIC WORKS AND HIGHWAYS MANILA BICOL RIVER BASIN DEVELOPMENT PROJECTS SECONDARY a FEEDER ROADS CAMARINES SUR PACKAGE I MONTHLY CONSTRUCTION REPORT NOVEMBER, 1981 TECHNIKS GROUP CORPORATION CONSULTING ENGINEERS PHIL LIPPINES

NOVEMBER, 1981

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REPUBLIC OF THE PHILIPPINES MINISTRY OF PUBLIC WORKS AND HIGHWAYS

MANILA

BICOL RIVER BASIN DEVELOPMENT PROJECTS

SECONDARY a FEEDER ROADS CAMARINES SUR

PACKAGE I

MONTHLY CONSTRUCTION REPORT

NOVEMBER 1981

TECHNIKS GROUP CORPORATION CONSULTING ENGINEERS

PHILLIPPINES

REPUBLIC OF THE PHILIPPINES MINISTRY OF PUBLIC WORKS AND HIGHWAYS

MANILA

BICOL RIVER BASIN DEVELOPMENT PROJECTS

SECONDARY a FEEDER ROADS CAMARINES SUR

PACKAGE I

MONTHLY CONSTRUCTION REPORT

USBMANIN BRIDGE - dABUSAO Tom - EPORTm NO 39SUB-PROJECT I I SEGMENT )

CALASANGA -SIOO SECTION a - REPORT NO 35(SUB-PROJECT3 ICONTRACTPACKAGE NOI) 613030 - TINAMBAC SECTION _ NO32

(SUB-PROJECT3CONTRACT PACKAGE NO 3)

DANAO- PASAGAO ROAD REPORT NO3I(SUB - PROJECT 2)

TITMAN AND HiMURAGAT BRIDGEim__REPORT NO08(SUB-PROJECT 3 CONTRACT PACKAGE NO4)

EcHNIKS GlROUP CORP

CONSULTING ENGINEERS PHILIPPINES

TA LE OF C7L 7 pS

PAGE Location PlanSU1 -JECT -TATUS IA B C D9 E Sub-roject Se ent B -cECTIOReportNo 3

Pro(Zess Report - toA15eather Report List of Equipment A-6 PF1PCP-1 Diagram ampA-7(Annex IA-C)

Itemized Computed Accom A-8

lishient A-9 Sjub-rodct Contract PacKaae No 1 -CLUtj3GA-SIBOBO ROAD SECTION

Projress Report Weather Report B-1 to B-6

B-7List of Equipment B-8PEiTCPI Diagram (Annex B-C) B-9Itemized Computed Accomplisment Bshy

Sub-2ro ect5 Contract Package No 2 SIBOJO-TINMt-AC ROAD ECTIONAapelt No_ g

Progress Report C-I to C-8Weather rReport 0 a a 9List of Equipment shy

C-i0C Diagram (Anex C-C) C-lItemized Computed Accomplishment (Annex -D)0 C-12 -o C-13 Sub-roect 2 - DAiAO-PASACAO fROAD Repor2 iLo 31

Progress Report D-1 toD-8Weather Report D-9List of Equi pment PERTCPM Diagram D-i0(i nex D-1) a 0 0 D-lItenized Computed A1ccofmplishment (oanex D-c)Oc a D-12xub D-12uo-roject Contract Pack o 4 - I21C A t D HIiURAGAT RIVER BRIDGM

aejort o

Progress Report 0 1 toB-4Weather ieport 0 aaa E5List of Eqiipment o a a E-6PLTCPM Diagram (Annex E- ) o E-7Itemized Computed cconp1ishment (Annex - 8 to E- 9

APPENDICES

Appendix A- 10anpower Schedule Consultants Staff For Con3 truc ti on-upervi si on

Appendix B - E~nployment Generation Jurvey (2S3) Appendix C - Certification

C~tA AD EELOgft PROJECT

amp ~PACKAGE No

AND FEIX _

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SUMIARY OF PROJECT STATUS November 1981

NAME OF PROJECT LIBMANAN BRIDGE - CABUSAO SECTION

The original contract (under RL Umali Construction Corporation) was terminated last ovember 24 1980 with an accomplishment of 6264 The Palance of Work was rebbided in Ma nila on May 7 1981 The succese

ful bidder is still the RL Umali Construction Corporation

New Contract

Balance of Work 3736

Contract Amount V 8471 1 9528

Contract Tree -- 300 Calendar days

Date Started--------- ---- - - - September 11 1981

LEVEL OF IMPROVEMENT

Secondary Road Portland Cement Concrete Pavement (020 P Thick)

Feeder Road 103 Cravel Surfacinp

Feeder Road 104 Cravel Surfacing

STATUTS

Percent Weight AccomplishmentbullLasedS on ercent eight ased on Percent WeightIndividual Individual - 3736 Balance Section Section

This Period -Accumulated General 082 006 026 bull 220 Secondary Road 35h6 - 0 0 992

Feeder Road 103 057 0 008 152 Feeder Road 104 051 0 O P 136T o t a 1 3736 006 42 10000

ACCOMPLISHMENT TO-DATE- ------- - -- 9P722O0PERCENT ACCOMPLISHMENT (pew Contract) -----shy 116PERCENT ACCOMPLISHMMNT (Consolidated) 6264 + 042 = 6306PERCENT TIME ELIPSED---------

233SLIPPACE---------

--- 18

it shy

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

-7 +gt+

-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

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16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

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23 7rrEM4I 4 1c

lc051105 - --- - 30 90-

-AIrr- ) GO oSITEM 0

1J2 13 CALENDAR DAYS

10 shy

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2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

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2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

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I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

Ml

P4- CE

-

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IT

(U kEshy

-73-

ybull

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7

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7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1429

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1800 CUj 19008000

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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PROJECT ENGINEERqABACC

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

REPUBLIC OF THE PHILIPPINES MINISTRY OF PUBLIC WORKS AND HIGHWAYS

MANILA

BICOL RIVER BASIN DEVELOPMENT PROJECTS

SECONDARY a FEEDER ROADS CAMARINES SUR

PACKAGE I

MONTHLY CONSTRUCTION REPORT

USBMANIN BRIDGE - dABUSAO Tom - EPORTm NO 39SUB-PROJECT I I SEGMENT )

CALASANGA -SIOO SECTION a - REPORT NO 35(SUB-PROJECT3 ICONTRACTPACKAGE NOI) 613030 - TINAMBAC SECTION _ NO32

(SUB-PROJECT3CONTRACT PACKAGE NO 3)

DANAO- PASAGAO ROAD REPORT NO3I(SUB - PROJECT 2)

TITMAN AND HiMURAGAT BRIDGEim__REPORT NO08(SUB-PROJECT 3 CONTRACT PACKAGE NO4)

EcHNIKS GlROUP CORP

CONSULTING ENGINEERS PHILIPPINES

TA LE OF C7L 7 pS

PAGE Location PlanSU1 -JECT -TATUS IA B C D9 E Sub-roject Se ent B -cECTIOReportNo 3

Pro(Zess Report - toA15eather Report List of Equipment A-6 PF1PCP-1 Diagram ampA-7(Annex IA-C)

Itemized Computed Accom A-8

lishient A-9 Sjub-rodct Contract PacKaae No 1 -CLUtj3GA-SIBOBO ROAD SECTION

Projress Report Weather Report B-1 to B-6

B-7List of Equipment B-8PEiTCPI Diagram (Annex B-C) B-9Itemized Computed Accomplisment Bshy

Sub-2ro ect5 Contract Package No 2 SIBOJO-TINMt-AC ROAD ECTIONAapelt No_ g

Progress Report C-I to C-8Weather rReport 0 a a 9List of Equipment shy

C-i0C Diagram (Anex C-C) C-lItemized Computed Accomplishment (Annex -D)0 C-12 -o C-13 Sub-roect 2 - DAiAO-PASACAO fROAD Repor2 iLo 31

Progress Report D-1 toD-8Weather Report D-9List of Equi pment PERTCPM Diagram D-i0(i nex D-1) a 0 0 D-lItenized Computed A1ccofmplishment (oanex D-c)Oc a D-12xub D-12uo-roject Contract Pack o 4 - I21C A t D HIiURAGAT RIVER BRIDGM

aejort o

Progress Report 0 1 toB-4Weather ieport 0 aaa E5List of Eqiipment o a a E-6PLTCPM Diagram (Annex E- ) o E-7Itemized Computed cconp1ishment (Annex - 8 to E- 9

APPENDICES

Appendix A- 10anpower Schedule Consultants Staff For Con3 truc ti on-upervi si on

Appendix B - E~nployment Generation Jurvey (2S3) Appendix C - Certification

C~tA AD EELOgft PROJECT

amp ~PACKAGE No

AND FEIX _

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---------------

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SUMIARY OF PROJECT STATUS November 1981

NAME OF PROJECT LIBMANAN BRIDGE - CABUSAO SECTION

The original contract (under RL Umali Construction Corporation) was terminated last ovember 24 1980 with an accomplishment of 6264 The Palance of Work was rebbided in Ma nila on May 7 1981 The succese

ful bidder is still the RL Umali Construction Corporation

New Contract

Balance of Work 3736

Contract Amount V 8471 1 9528

Contract Tree -- 300 Calendar days

Date Started--------- ---- - - - September 11 1981

LEVEL OF IMPROVEMENT

Secondary Road Portland Cement Concrete Pavement (020 P Thick)

Feeder Road 103 Cravel Surfacinp

Feeder Road 104 Cravel Surfacing

STATUTS

Percent Weight AccomplishmentbullLasedS on ercent eight ased on Percent WeightIndividual Individual - 3736 Balance Section Section

This Period -Accumulated General 082 006 026 bull 220 Secondary Road 35h6 - 0 0 992

Feeder Road 103 057 0 008 152 Feeder Road 104 051 0 O P 136T o t a 1 3736 006 42 10000

ACCOMPLISHMENT TO-DATE- ------- - -- 9P722O0PERCENT ACCOMPLISHMENT (pew Contract) -----shy 116PERCENT ACCOMPLISHMMNT (Consolidated) 6264 + 042 = 6306PERCENT TIME ELIPSED---------

233SLIPPACE---------

--- 18

it shy

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

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-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

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f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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1J2 13 CALENDAR DAYS

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

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TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

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ICAPACIT Y Wi CLAM-

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I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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P4- CE

-

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IT

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-73-

ybull

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7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

TA LE OF C7L 7 pS

PAGE Location PlanSU1 -JECT -TATUS IA B C D9 E Sub-roject Se ent B -cECTIOReportNo 3

Pro(Zess Report - toA15eather Report List of Equipment A-6 PF1PCP-1 Diagram ampA-7(Annex IA-C)

Itemized Computed Accom A-8

lishient A-9 Sjub-rodct Contract PacKaae No 1 -CLUtj3GA-SIBOBO ROAD SECTION

Projress Report Weather Report B-1 to B-6

B-7List of Equipment B-8PEiTCPI Diagram (Annex B-C) B-9Itemized Computed Accomplisment Bshy

Sub-2ro ect5 Contract Package No 2 SIBOJO-TINMt-AC ROAD ECTIONAapelt No_ g

Progress Report C-I to C-8Weather rReport 0 a a 9List of Equipment shy

C-i0C Diagram (Anex C-C) C-lItemized Computed Accomplishment (Annex -D)0 C-12 -o C-13 Sub-roect 2 - DAiAO-PASACAO fROAD Repor2 iLo 31

Progress Report D-1 toD-8Weather Report D-9List of Equi pment PERTCPM Diagram D-i0(i nex D-1) a 0 0 D-lItenized Computed A1ccofmplishment (oanex D-c)Oc a D-12xub D-12uo-roject Contract Pack o 4 - I21C A t D HIiURAGAT RIVER BRIDGM

aejort o

Progress Report 0 1 toB-4Weather ieport 0 aaa E5List of Eqiipment o a a E-6PLTCPM Diagram (Annex E- ) o E-7Itemized Computed cconp1ishment (Annex - 8 to E- 9

APPENDICES

Appendix A- 10anpower Schedule Consultants Staff For Con3 truc ti on-upervi si on

Appendix B - E~nployment Generation Jurvey (2S3) Appendix C - Certification

C~tA AD EELOgft PROJECT

amp ~PACKAGE No

AND FEIX _

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---------------

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SUMIARY OF PROJECT STATUS November 1981

NAME OF PROJECT LIBMANAN BRIDGE - CABUSAO SECTION

The original contract (under RL Umali Construction Corporation) was terminated last ovember 24 1980 with an accomplishment of 6264 The Palance of Work was rebbided in Ma nila on May 7 1981 The succese

ful bidder is still the RL Umali Construction Corporation

New Contract

Balance of Work 3736

Contract Amount V 8471 1 9528

Contract Tree -- 300 Calendar days

Date Started--------- ---- - - - September 11 1981

LEVEL OF IMPROVEMENT

Secondary Road Portland Cement Concrete Pavement (020 P Thick)

Feeder Road 103 Cravel Surfacinp

Feeder Road 104 Cravel Surfacing

STATUTS

Percent Weight AccomplishmentbullLasedS on ercent eight ased on Percent WeightIndividual Individual - 3736 Balance Section Section

This Period -Accumulated General 082 006 026 bull 220 Secondary Road 35h6 - 0 0 992

Feeder Road 103 057 0 008 152 Feeder Road 104 051 0 O P 136T o t a 1 3736 006 42 10000

ACCOMPLISHMENT TO-DATE- ------- - -- 9P722O0PERCENT ACCOMPLISHMENT (pew Contract) -----shy 116PERCENT ACCOMPLISHMMNT (Consolidated) 6264 + 042 = 6306PERCENT TIME ELIPSED---------

233SLIPPACE---------

--- 18

it shy

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

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7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

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-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

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f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

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TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

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I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

Ml

P4- CE

-

ET

IT

(U kEshy

-73-

ybull

I

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7

R

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8 M

7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1800 CUj 19008000

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

C~tA AD EELOgft PROJECT

amp ~PACKAGE No

AND FEIX _

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---------------

--------- --- ----

----

- - - - -

------

------ ---------

SUMIARY OF PROJECT STATUS November 1981

NAME OF PROJECT LIBMANAN BRIDGE - CABUSAO SECTION

The original contract (under RL Umali Construction Corporation) was terminated last ovember 24 1980 with an accomplishment of 6264 The Palance of Work was rebbided in Ma nila on May 7 1981 The succese

ful bidder is still the RL Umali Construction Corporation

New Contract

Balance of Work 3736

Contract Amount V 8471 1 9528

Contract Tree -- 300 Calendar days

Date Started--------- ---- - - - September 11 1981

LEVEL OF IMPROVEMENT

Secondary Road Portland Cement Concrete Pavement (020 P Thick)

Feeder Road 103 Cravel Surfacinp

Feeder Road 104 Cravel Surfacing

STATUTS

Percent Weight AccomplishmentbullLasedS on ercent eight ased on Percent WeightIndividual Individual - 3736 Balance Section Section

This Period -Accumulated General 082 006 026 bull 220 Secondary Road 35h6 - 0 0 992

Feeder Road 103 057 0 008 152 Feeder Road 104 051 0 O P 136T o t a 1 3736 006 42 10000

ACCOMPLISHMENT TO-DATE- ------- - -- 9P722O0PERCENT ACCOMPLISHMENT (pew Contract) -----shy 116PERCENT ACCOMPLISHMMNT (Consolidated) 6264 + 042 = 6306PERCENT TIME ELIPSED---------

233SLIPPACE---------

--- 18

it shy

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

-7 +gt+

-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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lc051105 - --- - 30 90-

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1J2 13 CALENDAR DAYS

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4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

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2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

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I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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PROCURE

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

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---------------

--------- --- ----

----

- - - - -

------

------ ---------

SUMIARY OF PROJECT STATUS November 1981

NAME OF PROJECT LIBMANAN BRIDGE - CABUSAO SECTION

The original contract (under RL Umali Construction Corporation) was terminated last ovember 24 1980 with an accomplishment of 6264 The Palance of Work was rebbided in Ma nila on May 7 1981 The succese

ful bidder is still the RL Umali Construction Corporation

New Contract

Balance of Work 3736

Contract Amount V 8471 1 9528

Contract Tree -- 300 Calendar days

Date Started--------- ---- - - - September 11 1981

LEVEL OF IMPROVEMENT

Secondary Road Portland Cement Concrete Pavement (020 P Thick)

Feeder Road 103 Cravel Surfacinp

Feeder Road 104 Cravel Surfacing

STATUTS

Percent Weight AccomplishmentbullLasedS on ercent eight ased on Percent WeightIndividual Individual - 3736 Balance Section Section

This Period -Accumulated General 082 006 026 bull 220 Secondary Road 35h6 - 0 0 992

Feeder Road 103 057 0 008 152 Feeder Road 104 051 0 O P 136T o t a 1 3736 006 42 10000

ACCOMPLISHMENT TO-DATE- ------- - -- 9P722O0PERCENT ACCOMPLISHMENT (pew Contract) -----shy 116PERCENT ACCOMPLISHMMNT (Consolidated) 6264 + 042 = 6306PERCENT TIME ELIPSED---------

233SLIPPACE---------

--- 18

it shy

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

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-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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1J2 13 CALENDAR DAYS

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4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

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TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

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IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

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I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

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ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

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3 gtocal Hired Only

Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

---------------

--------- --- ----

----

- - - - -

------

------ ---------

SUMIARY OF PROJECT STATUS November 1981

NAME OF PROJECT LIBMANAN BRIDGE - CABUSAO SECTION

The original contract (under RL Umali Construction Corporation) was terminated last ovember 24 1980 with an accomplishment of 6264 The Palance of Work was rebbided in Ma nila on May 7 1981 The succese

ful bidder is still the RL Umali Construction Corporation

New Contract

Balance of Work 3736

Contract Amount V 8471 1 9528

Contract Tree -- 300 Calendar days

Date Started--------- ---- - - - September 11 1981

LEVEL OF IMPROVEMENT

Secondary Road Portland Cement Concrete Pavement (020 P Thick)

Feeder Road 103 Cravel Surfacinp

Feeder Road 104 Cravel Surfacing

STATUTS

Percent Weight AccomplishmentbullLasedS on ercent eight ased on Percent WeightIndividual Individual - 3736 Balance Section Section

This Period -Accumulated General 082 006 026 bull 220 Secondary Road 35h6 - 0 0 992

Feeder Road 103 057 0 008 152 Feeder Road 104 051 0 O P 136T o t a 1 3736 006 42 10000

ACCOMPLISHMENT TO-DATE- ------- - -- 9P722O0PERCENT ACCOMPLISHMENT (pew Contract) -----shy 116PERCENT ACCOMPLISHMMNT (Consolidated) 6264 + 042 = 6306PERCENT TIME ELIPSED---------

233SLIPPACE---------

--- 18

it shy

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

-7 +gt+

-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

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Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

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PROVIDE AND MAINTAIN OFFICE f

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f SECOr~A~m ROA r)

MONTHL

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3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

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RUB-PROJECT I BSFRP 270240210180

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17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

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TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

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IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

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I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

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JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

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PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

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25 JUN30

--

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ITEM

-_________

I1601

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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1 Ihzludes permanent -ruplcye

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

--- ----

----

---- -- ------

-----------------

-----------------

SUM IRY OF PROJECT STATUS November 1981

NAME OF PROJECT bull CALABfLNGA-SI3OO ROAD SECTION

Original contract (under Kamagong Builders and Developers Corporation)

was terminated last November 2h 1980 with accomplishment of 65453 Conshy

crete paving of Calabanga Poblacion of about 1150 Kms was undertaken by Region 11Construction Team with an accomplishment of 21P Total accomshy

plishment of 6771

New Contract

Balance of work -------- ---- --- --- 3229

Date of Bidding---- - ---- -- May 7 1981

Date Started -------- ---- ---- August 1 1981

Contract Time -------- 390 Calendar days

Contract Amount- - -I lh81277240 NAME OF COTITRACTOR PRAGMATIC DVELOPIONT amp CONSTRUCTION CORP

LEV0EL OF ACC01-TLISHVEr

Secondary Road Portland Cement Concrete Pavement

Fedder Road 301 Gravel Surfacinp and Bituminous Treatment

Feeder Road 302 Gravel Surfacing

STATUS

2 Percent Weight Accomplishment Based Status 100Based 3229 on Percent Weight

Individual

This Period Accumulated Section General 03S4 0 17 in Feeder RoadsSecondary and 9896

R 3195 -84 236 9896 T o t a i 3229 1 84 E 252 110000 ACCOMPLISHBiENT AS OF NOV-91SER 20 1981 --- - - - - -- V 115678220PERCENT ACCO1PLISHIENT (New Contract) ------ ---- 781 PERCENT ACCOHLISHfENT (Consolidated)---------- 6771 + 252 - 7023 PERCENT TIME ELAPSED 2872PERCENT SLIPPAGE BASED ON APPROVED RTVISED PERTCPM - - 1052 (-)

- B shy

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

-7 +gt+

-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

I

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JIINISTRY 07 PUBLIC WOr~s AND HIDHUATS ~

Manila --

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B6~4A~AO 3~CTI~( -

-~ ~

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- - PU~OBATIAu~ NO~ 103shy

LlD1W~AN -PA~ -BARCUQI~A ND 106Feeder R~dg

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- - TECBNTXS OROUF CCRFORATIQI I

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

--1 Ishy

k- qo 8 o L

291--1 3W

NA 3

23 7rrEM4I 4 1c

lc051105 - --- - 30 90-

-AIrr- ) GO oSITEM 0

1J2 13 CALENDAR DAYS

10 shy

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12

)PL-I I-NM 5 0re) NCtv-TF t1

~~ r 3

2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

D 4NNT F

amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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LDOZER 47

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COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

SUnARY OF PROJECT STATUS November 1981

NAME OF PROJECT Sibobo-Tinarbac Section

Original contract (under Kamagong was

Builders amp Developers Corporation)terminated on November 24 1980 with an accomplishment of 2824))

IVCONTRACT

BALANCE OF WORK 7176

DATE OF BIDDING a 7 1981 DATE STARTED August 1 1981

CONTRACT TIMEJ aa a a 366 calendar days CONTRACT AMOUNT P 1053429546 CONTRACTOR Goldrock Construction and Development Corporation

LEIEL OF IPROVEM T

Secondary Road Bituminous Surface Treatment

Feeder Road 503 Gravel Surfacing (Aggregate Subbase)

STATUS (Contract)

Percent Weight Accomplishment StatusTITLE Based on 7176 Based on Percen Weight Indivod - Section

This Period Accumulated

GEIERAL 1 0 0635 190 SECONDARY amp FEEDER ROAD 7040 2_ 1710 9810 T 0 T A L 7176 286 174 10000

ACCOMPLISMET THIS MONTH I 42333285 PIMCIaT ACCOMPLISMiMT (New Contract) 2432

PERENT ACCOMPLISHED (Consolated) 2824 + 45 = - 65 PERCENT TIME ELAPSED a 3061

PI-MCENT SLIPPAGE (-) 1920

- C shy

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

-7 +gt+

-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

I

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JIINISTRY 07 PUBLIC WOr~s AND HIDHUATS ~

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LlD1W~AN -PA~ -BARCUQI~A ND 106Feeder R~dg

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

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1J2 13 CALENDAR DAYS

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4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

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2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

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I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

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44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

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1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

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470320

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

SU ARY OF PROJECT STATUS Noveriber 1981

Name of Project s DAIAO-PASAGAO ROAD

Orginal contract (under Cc3T Construction and Equipmentr-orp) was terminated on March 2 1981 as per MPH Memorandum with an accoiplishment of 5814

NE1JgCC14TRACT

BALANCE OF O 4186 DATE OF 3IDDIOG May 7 1981

DATE TO START (Notice to Proceed Issued Aug 17 1981) Sept 2 1981 CONTRACT AiOUT 31 1ly 802 71

CQOTRACT TIFE 355 calendar days

CONTRACTOR t MAROSA E14TEFPRISES

LEVEL OF INPROVEMENTi

Secondary Road S Portland Cement Concrete Pavement (020 m 8 thick) Feeder Road 202 Gravel Surfacing (Aggregate Subbase)

STATUS t (iiE CLX TRACT)

Percent ignt Accomplishment Based on Percent Jt Percent WtTITLE 2ased on4186 o This Period sAccumulated 8 Indiv Section

GENERAL 055 007 2 011 S 132 SECGC4DARY OAD s 4121 137 148 9868 FEEDER ROADS TOTAL 4186 144 2 159 S 10000

ACCOPPLISHMI JT THIS PERIOD 40031914 PERCMI4T ACCLYIPLISHED (Consolidated) 5614 + 159 5973 PERCENT TIM4E ELAPSED i-515 PERCENT SLIPPAGE (Approved PEXTCPA Diagram to be furnished

next report) (-)1192

-D

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

-7 +gt+

-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

477 7 4 7 -+ T4- -752

747 -shy7+77 7gt l7I4 +-- 7 7 7 -777gt + 777

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JIINISTRY 07 PUBLIC WOr~s AND HIDHUATS ~

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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NA 3

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1J2 13 CALENDAR DAYS

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2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

D 4NNT F

amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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PROCURE

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

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ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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ITEM

-_________

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

AlI111+i TSUM A yOF PROJECT ST_ US

November- 1981 NA1E OF PfzOJECT Tigman and Hiniuragat River Bridges~

DATE OF BIDDING April 23 1980

DATE STARTED March 30 1981 CONTRACTnq7TIME 24 ~ 0 calendar days

4COTRC 7 -LA7~ 4 699510

CONTRPACTOR

B inaldo Construction Corporation NET LENGTH7 4

7

gt++gt+M 77++ 777 7P4 4+

m++-++ +i i ++v+-++ + A+~+ +++TIGMAN BRIDGE 44740 LM~ Y~

~HIMURAGAT BRIDGE7 04LM

LEVE OFIMPOVEENT A 7 Pre-Stressed C~oncrete7 Girderl on Steel ~ ~ Jh -~ lt-~ ~H-Piles with 2_076-STATUS M Siewalk

7O484

++ Y447 4YA++ 7 - ++ 7 gt++ + m +-++ ++++

77 gt777 74gt +74 +7 7- gt7 7 7+ 77-7-4 74 7774+7777 7777777A477+ 77 T I T LE - c- ACCOMPLISHMENT- 4Ac~ulsmn~ae

n Weiht~ A

(Ind tridge) T I CCUMULATED 7 ~A~

A --A TO-DATETOER1P D ++++i++ a + +i ++++ + ++ +7477 7 GENERAL7777 +++gt + 477-4- 7 1000OV+-- A - - --- 7 ~ A0N92-+ + gt 7 - + 0O7 092 yy

72 TIGMAN BRIDGE

76w - O2

5 07A~73 6 ~ gt

7~-HIMIJRAGAT BRIDGE 63 7 - - 7 -7 7 7- 4 - shy7 1 7 89 47 +7++74+ ++--7 - 7 4946 - ++ + +7777 - - 74 7 77 +7777 633

774+i++++-i-+7+]+~747 +7 77 ++ 77+++++ + )g-77+m ++gt++++ 7+ + +-- ++i+ 74 7 77 77 ++++++++ ++2++++ 77 p ++ 4++p+4+---7ACCOMPLISHMENT OV12 60 03747777 OTL

+ 1981 9 t762 1ooshy+ + ~ d 777 ++++++++++gtA CU UTE ++ 7 -4

7

+3

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-7

7++- ++ A++ 4+i + + - shy++++++jg++ +p+ 77a -7+ + ++474i7+- i+-+- 7774+47 4--7477++- 7 4 4 7 7 - Dp

-7 7777+ 777+A47777 I T~ ++++i7 7 7++4++ +v - + +

-~~QPERCE~NT ACCOMPLISH4ENT AS OF NOVI)E2O 1981+++4ME N a ++++ 69037 44 4 7777+ 4 ++++ +_++++ 44 77AA + + +++++++++ +gt +lt-7-----7-- 2+++ ++++++ 0727 7 - 4shy

4777 + 77+ 47 +m++++++-++44 7777 47+++++J 7jA77$gt77 7-4+++77 7++++PERCENT CONTRACT +2 ++ i77+4TIME -7+777 7 7)4 7447 7 ELAPSED~4~77777

47 +++446 7 7 77 9 777 3 76 +7477777 7 7777 7Ai7A 7 7 7 7 77 4 4747334 7444-77+7

PERCENT SLIPPAGE++++ +7

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JIINISTRY 07 PUBLIC WOr~s AND HIDHUATS ~

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

--1 Ishy

k- qo 8 o L

291--1 3W

NA 3

23 7rrEM4I 4 1c

lc051105 - --- - 30 90-

-AIrr- ) GO oSITEM 0

1J2 13 CALENDAR DAYS

10 shy

lFV V

12

)PL-I I-NM 5 0re) NCtv-TF t1

~~ r 3

2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

D 4NNT F

amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

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FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

I

I

a 1 J 4

- a a -

-

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5uJ~ OXT ~hFI1iUpp1nee ~1

JIINISTRY 07 PUBLIC WOr~s AND HIDHUATS ~

Manila --

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Fa - ~ ~~j-ay~j~

I 1 7 aSe~usntBw ~)

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- LIBMANAI

B6~4A~AO 3~CTI~( -

-~ ~

1~

I

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- - PU~OBATIAu~ NO~ 103shy

LlD1W~AN -PA~ -BARCUQI~A ND 106Feeder R~dg

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PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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1J2 13 CALENDAR DAYS

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4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

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44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1800 CUj 19008000

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PROGRESS REPORT NO 39 iTovember 1981

PROJECT LIPMAUA1 BRIDOE-CARUSAO SECTION

Package I 6ub-Project I Segment Bit CONTRACTOR bull RL Umali Construction Corporation

I GENERAL

This report covors the construction activities of the contractor for the month of November 1981 under the new contract which took effect last

September 11 1981

II WEATHER

The weather condition during the period was generally fair as shown in the attached Weather Report Annex A-A

III MKBILIZATION

The list of equipment available at the Contractors compound is shown

in Annex A-B As of now the Contractor is still at the atage of proshycurement of construction materials such as coarse and fine agFregates

IV PROGRESS OF WORK

A SECONDARY ROAD

Survey Work

Profiling and Cross sectioning is still in progress

Earthwork

Item 1601 - FORCE ACCOUTNT WORK (MAINTENANCE OF UNPAVED SECONDARY ROAD)

During the month th e Contractor have maintained 17 Km of

the road brinpinp a total accomplishment of 97 Km month for

this item

A-I

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

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k- qo 8 o L

291--1 3W

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23 7rrEM4I 4 1c

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1J2 13 CALENDAR DAYS

10 shy

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12

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~~ r 3

2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

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25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

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14

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(FO R A NT ITEM

AaB 405 PIER I APIER 2)

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0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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DEFICIENCIES 8 CLEAR-1ltING FOR FINAL TUR ~OVER

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

-- - - --

bull FEEDER ROADS

Feeder Road 104

Item 108 - A-GRECATE STMIASE

For this month about 400 cubic meters (Loose volume) of

materials were stockpiled along the road from Sta 0 + 050 to

Sta 0 + 45o and at Sta 3 + 100 to Sta 3 + 400 The hauling

operation was temporarily stopped due to rains

V MATERIAAS AND TESTING AtD QUALITY COtTROL

The Contractor in addition to his sourse of coarse arcregate taken

in Cristo-Rey Sipocot is now getting crushed gravel nt Tigaon which is

of better quality

The only field test performed was on Item 108

Orading- -------- -- - - 1

Plasticity --------- 1

Compaction---- shy - - - - -- 1

Abrasion test for the crushed aggregate and coarse agFregate taken

at Cristo Rey and with a 50- 50 combination was sent to the Provincial

Engineets Office Quality Control at Pill Camarines Sur

VI ACCOMPLISHENT OF A1JOR ITEIIS (Accumulated to-date)

A Secondary Road

1 Roads

Subgrade (Item 107)------ 938 Kms (Completed)

Subbase (Item 108) 938 Kms -do-

Pavement (Item 316)------ 4150 sqm (partial accomplishment

2 Bridges

Substructures ------ --- (Completed)

Superstructures -------- (Completed)

A -2

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

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1J2 13 CALENDAR DAYS

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2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

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Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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P4- CE

-

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IT

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7

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M

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df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

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PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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SU -CONTRACTORS 3

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2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

13

3 Drainage Structures (Cross Drainage)

Station Size amp Length Remarks

6 + 115 1-090 M0 RCP x 15 i Completed

6 + 625 1-k90 m RCP 13 1x Completed

6 + 999 2-I C CP x 17 M Completed

7 + 150 1-0- M RCP x 13 M0 Completed

7 + 496 1-046 M0 RCP x 8 p Completed

8 + 250 1-060 M0 RCP x 12 11 Comrleted

8 + 440 1-060 M0 RCP x 12ii Completed

9 + 075 1-060 M0 RCP x 12 M Completed

9 + 825 1-090 M0 RCP x 14 M Completed

10 + 291 1-090 M0 RCP x 13 M Completed

10 + 475 2-0-60 Ni0 R2P x 14 M Completed

i0 - 700 1-060 M0 RCP x 14 M Completed

10 + 950 1-060 M0 RCP x 13 M Completed

11 + 150 1-060 M0 RCF x 13 M Completed

11 + 525 1-060 M0 RCP x 13 M Completed

11 + 875 1-060 M0 RCP x 13 M Completed

12 + 175 1-090 M0 RCP x 13 Completed

12 + 650 1-090 M0 RC x 14 M Completed

+ 021 2-090 M-0 RCP x 14 V Completed

13 + 335 2-120 0 RCP x 13 M Completed

13 + 775 1-090 M-0 RP x 14 M Completed

13 + 989 1-120 M0 RCP x 14 M Completed

14 + 211 1-090 M0 RCP x 13 M Completed

14 + 525 1-090 M0 RCP x 13 H Completed

A -3

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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1J2 13 CALENDAR DAYS

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2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

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EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

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FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

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25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

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1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

B Feeder Rouds

1 Roads

Subgrade (Item 107)

Mletalling(Item 108)

2 Bridges

a Feeder Road 103

Station

0 + 128

0 + 500

0 + 649

2 + 025 3 + 075 3 + 225

3 + 335

3 - 475

3 + 725

3 w 906

Feeder Road 103

4245 Kms

4245 Kms

None

Size amp Length

1-120 ij0 RCP x 14 Mi

1-060 M0 RCP z 8 M

Feeder Road 104

5023 Kms

5025 Kms

2400 LA (Timbe trestle

Remarks

Completed

-doshy

2-215 m x 120 M x 8 m RCBC -doshy

1-090 M0 RCP x 9 M -doshy1-060 m RCP x 7 M -doshy1-090 M0 RCP x 12 M -doshy

2-120 M0 RCp x 16 M -doshy

1-090 M0 RCP x 10 M -doshy

1-090 140 RCP x 9 M -doshy

1-180 M x 125 M x 16 M RCBC -d6shy

b Feeder Road 104

Station Size amp Lenth Remarks

0 + 675 1-090 M0 RCP x 8 M Completed

0 + 931 1-090 M0 RCP x 11 M -doshy

1 + 500 1-090 M0 RCP x 9 M -doshy

2 + 002 1-060 M0 RCP x 7 M -doshy

2 + 161 1-080 M x 080 N x 6 M RCBC -doshy

2 + 764 2-175 M x 1 96 Mx 8 M RCBC -doshy

3 + 123 3-090 M0 RCP x 9 M -doshy

3 + 400 1-120 M0 RCP x 10 M -doshy

4 + 025 1-060 M0 RCP x 7 M -doshy

4 + 450 1-090 M0 RCP x 8 M -doshy

4 + 700 1-060 M0 RCP x 8 M -doshy

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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1J2 13 CALENDAR DAYS

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2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

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PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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PROCURE

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444 144 4-7t3e5C7

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

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25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

ITEM 10

14

47 -

(FO R A NT ITEM

AaB 405 PIER I APIER 2)

ITEM

0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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DEFICIENCIES 8 CLEAR-1ltING FOR FINAL TUR ~OVER

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PERCENT () ACCMPLISHITN its OF TO-DATE - ------ 6306 PERCENT () CO TrRACT TIME ELAPSED -------- -- 233

VII COMENTS AND qECO HjETDATIOTIS

Due to unfavorable weather condition prevailing in the locality the Contractor slakened the pace of construction activities particularly on

Item 10P oweve- the activities were concentrated on the procurement

hauling and stockpiling of aggregates for Item 316 As of this report the aggregates for concrete pavement stockpiled within the batching plant

area was estimated to be about 500 cum The Contractor was advise to get -up an advance implementation schedule for Item 316 (actual paving work) as per Time Scaled PERTCPM Network will only be underta=en on the latter

part of December 1931

A -5

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

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291--1 3W

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1J2 13 CALENDAR DAYS

10 shy

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2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

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4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

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PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

ANNEX A-A

PROJECT LIBMLANIAN BRIDOE-CABUSAO SECTION

WEATHER REPORT

Date - 1981 Weather Condition

Oct

Nov

21 22 23 24 25 26 27 28 29 30 31-1 2 3

_ _ _ _

_ _

_ _

Fair -doshy-do-Cloudy Rainy -do-Cloudy -do-Rainy Cloudy Fair Fair -doshy-doshy

4 56 7 8

-a

-shy-Fair

Cloudy Fair Cloudy doshy

9 10 11 12-13 14

15 16 17 18 18 20

15

_

-

-doshy-do-Rainy Fair -doshyahRaljy

-do-Cloudy Fair

Rainy typhoon Yeyeng Rainy typhoon Yeyeng-doshy

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

-6

--1 Ishy

k- qo 8 o L

291--1 3W

NA 3

23 7rrEM4I 4 1c

lc051105 - --- - 30 90-

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1J2 13 CALENDAR DAYS

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12

)PL-I I-NM 5 0re) NCtv-TF t1

~~ r 3

2 414G

4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

D 4NNT F

amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1429

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1800 CUj 19008000

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

RL UMALI CONSTRUCTION GORPORATIONJIB1ANAtJA 3RIDO E-CI0USAO SECTION(Package I Sub-Project I Segment R)

LIST OF EOVPMEvr (As of November 20 1981

DESCRIPTION QUJANT rTY

PJulldozer

Road Grader 1

Road Roller 2Stake Truck

1Transit

Mixer

Crane

Concrete Batching Plant 1

One Bagger Mixer

Concrete 1Saw

Concrete Vibrator

Steel Forms for concrete paving 400 pcs

The Percentage of Equipment Availability is 7143

PREPARED BY

(SOD) RcentEJTI CASERES Project Engineer

A-7

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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1J2 13 CALENDAR DAYS

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4 _6146-00 7 -64 100Lsect kJ9562 -3gt C 4__7 shy4_

3

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

D 4NNT F

amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

0OSt LZkrkOtA Ilw1

55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

1J 6 16 3 p-~ ~ - D-l T

30______0AeIa IALPA

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rlJN4R FERAR ACHARI A

f4 36A 7 4t

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4 KKKKK JmIKKKKKKKltIFRAP

Wb R KR K KKR

100 PAKK

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

60

PROVIDE AND MAINTAIN OFFICE f

4 -A3030

~o- MOBILAZIOPM-

3 4

-~ ~~ - sectI3 ~ 10

16S--- 1 --

L 67

T333

f SECOr~A~m ROA r)

MONTHL

5 6191ACa3UHE4 70

5a - 0821 3CPI4W1y 6

3

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

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TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

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)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

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4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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P4- CE

-

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IT

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-73-

ybull

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7

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7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

30

PERT CIMM WURK dTRUCTION OF LIBMANAN-CABUSAO ROAD PACKAGE I FOR ENGINEER

90 120 150

30 9090 30 C2o 30 5oJ5

FORCE ACCOUNT WORK 210

z 7_o7 S -CURVE

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RUB-PROJECT I BSFRP 270240210180

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17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

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------------------0-------------

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TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

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ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

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4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

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PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

RUB-PROJECT I BSFRP 270240210180

J 19lB____ 21)

17~ 27020 3ojoc30304243 30 2

MINIMUM EQUIPMENT RE ROAD GRADER 11I I UNIT

(2) I TANDEM ROLLER

(3) I STAKE TRUCK7 (4) I CRANE 15 TONS CiDIAGRAM

SHELL ATTACHMEN ( 34 CU YD) WATER TRUCK WI(5) 1 AT 6000 L CAPACi

(6) 3 TRANSIT CONCRE

145 - 8 ITE 1C3 ( JBBASF PREPARATION)ITEM

2

- 21

- -2ERING)

tI

------------------0-------------

2__3(93P- OOIF E

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

0OSt LZkrkOtA Ilw1

55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

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5 -____________________r II

111-69407 I

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

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ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1429

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

TENTATIVE EXPIRY DATE JULY 8 1982 -- 300

30

IEQUIREO

1I5 HP 0-12 T

ICAPACIT Y Wi CLAM-

XIT OR PAY LOADER

(7) 8)

(9) (10)

)

I UNIT CONCRETE BATCH PLANT 60 CUM I I-BAGGER CONCRETE MIXER

2 CONCRETE VIBRATOR G HP 400PCS STEEL FORMS FOR CONCRETE PA

I UNIT CONCRETE SAW

Nflil PUMP a SPRINKLER I (12) I BAR CUTTER

ITY tTE mrgEp s cu YD

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

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9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

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Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

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~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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LDOZER 47

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

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0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

t0 CU MHR

4 VNGENERAL KWE PAVING

SUBMITTED BY

RL UMAU CONSTRUCTION CORP

BY

(SGD) EDUARDO S QUINTOS IV MANAGER

RECOMMENDING APPROVAL

(SGDW WENCESLAO C DE GUZMAN shy

(ASSISTANT DIRECTOR) EXECUTIVE DIRECTOR FOR PADAP BRBDP a SIRDP

APPROVED

(SGD) OSCAR RODRIGUEZ DEPUTY MINISTER

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

D 4NNT F

amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

0OSt LZkrkOtA Ilw1

55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

1J 6 16 3 p-~ ~ - D-l T

30______0AeIa IALPA

iW TA- R44

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

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PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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P4- CE

-

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IT

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7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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--

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ITEM

-_________

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[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

- I t-

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V

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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P4- CE

-

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IT

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ybull

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7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

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3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PROORESS REPORT NO35 November 1981

PROJECT CALAAicGA-SIBOPO ROAD SECTION

(Sub-Project 3 Contract Package No 1) CONTRAgTOR 0RACOMATIC DEVELOPMTT amp CONSTRUCTION CORPORATION

I OENERAL

This thirty fifth monthly report covers the progress of construction

for the month of November 1981

The construction activities are as follows

a Survey Work

b Earthwork Operatiom

c Concrete Pouring (Item 405 amp Item 316)

d Ploting of cross-section

II WEATHER

The weather condition for the month was generally fair and cloudy with scattered rain as shown in the attached Weather Report Annex B-A

III MOBILIZATION

As of this period the Contractor has already mobilized about 8992 of the required equipment as shown in the attached List of Equipment

Annex B-B

IV PROGRESS OF WORK

A Secondary Road

Survey Work

Laying of forms for Item 316 on the Tollowing roadsections

Sta 1 + 154 to Sta 1 + 250 (Left Lane)

Sta 1 + 660 to Sta I + 760 (Right lane)

Sta 3 + 500 to Sta 3+ 64O

B-1

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

Ml

P4- CE

-

ET

IT

(U kEshy

-73-

ybull

I

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7

R

M

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8 M

7

s

9M

i o 1 0241270

M

WO 360

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

I f~

im M-~

5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

~ ~ gt 3 3 3 3 3 3 3 gt 3 3 3 4 3 3 3 3 3 - o f

ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

-

1429

-

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Earthwork

Item 108 AGCREGATE SUBBASE

During the month the contractor has delivered spread

a nd compacted about 200 cum of aggregate subbase matershy

ials at the following sections

Sta 10 + 225 to Sta 10 + 200

Sta 10 + 700 to Sta 10 + 725

Item 118 REPREPARATION OF PREVIOUSLY COTSTRUCTED ROAD

Road sections from station 2 + 150 to Sta 5 + 150

was reshaped and compacted in preparation to construction

of PC Concrete Pavement Item 316

Item 316 PORTLANTD CEETT C0TCRTE PAEEM TT (20 M Thick) During the period the Contractor has completed a

total of 2067 sqm of Portland Cement Concrete Pavement

(Item 316) at the followin 9tations

Sta 1 + 300 to Sta 1 + 646 (Right lane)

Sta 4 + 641 to Sta 4 + 972 (left lane)

Item 405 CONCRETE CLASS A (For Drainage amp Miscelshylaneous Structures)

During the themonth accomplishment of the Conshy

tractor on drainage structures were the following

Sta 5 + 780 - Both aprons and wingwalls of

RC Box Culvert

Sta 10 + 189 - Barrel of RC Box Culvert was

pjtj completed

R Feeder Roads

Due to the bad weather condition in the locality during the

month the Contractor was not able to undertake any activities on

the feeder roads

B -2

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

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Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

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I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

I f~

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

~ ~ gt 3 3 3 3 3 3 3 gt 3 3 3 4 3 3 3 3 3 - o f

ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

-----

----

V 1ATERIALS TESTING AND QUALITY CONTROL

During the month the Contractors Laboratory staff under the supervision of the A amp E Materials Engineer performed the following

laboratory and field tests

a) Grading

Item 108- ---------------- 2

Item 316

Fine Aggregates-----------2

Coarse Aggregates---------- 2 b) Field Density Test

Item 118 -------- -20

Item 118-1 -------- 10ArCO LISHTo3NVI OF MAJOR ITEMS (Accumulated as of this Period)

A Secondary Road

Subgrade

Sta 0 + 000 to Sta 11 + 471 - - - - Completed

Subbase

Sta 0 + 000 to Sta 1 + 150 - shy - - Completed

Sta 1 + 150 to Sta 11 + 478 - - - - Partial

PC Concrete Pavement

Sta 0 +000 to Sta 1 + 150 - ---- Completed

Sta I + 300 to Sta 1 + 6462 (ripht lane) Completed Sta 4 + 6t1 to Sta 4 + 97246(left lame) Completed

Structures

Reinforced Concrete Tox Culvert

Sta o + 166 - 1 - 08O x o80 x 810 m Completed Sta 0 + 725 - 1 - 080 x 080 x 810 m Completed

Sta 1 + 423 - i - 080 x 080 x 810 m Completed

B-3

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

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gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

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JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

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EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

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- a--T

TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

Ml

P4- CE

-

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-73-

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7

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i o 1 0241270

M

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df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

I f~

im M-~

5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

~ ~ gt 3 3 3 3 3 3 3 gt 3 3 3 4 3 3 3 3 3 - o f

ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

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451681

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Sta 4 + 028 shy 2 180 x 210 x 2150 m No wingwal and apron

Sta 5 + 780 shy 2 180 x 150 x 2000 m Completed

Sta 7 + 175 - 1 shy 180 x 180 x 2000 m Completed

Sta10 + 181 shy 2 240 x 180 x 1800 m Partial

RC Pipe Culverts

Item To Description Accomplished

413-2 060 m 0 = 81 LM 100

413-3 090 m 0 = 53 LM 100

413-4 120 m 0 = 39 LM 8667

B Feeder Road 301

Subgrade

Sta 0 + 01305 to Sta 7 + 500 Completed

Sta 7 + 500 to Sta12 + 913 Partial

Subbase

Sta 0 + 013 to Sta 7 + 500 Completed

Structures

Reinforced Concrete 3ox Culverts

Sta 7 + 470 3 shy 240 x 275 x 2200 m Completed

Sta 9 + 775 3 - 240 x 275 x 2000 m Completed

Sta 10 + 312 1 - 240 x 1 0 x 2400 m Half of barrel compleshyted no wingwall and apron

RC Pipe Culverts

Item io Description P Accomplished

413-2 060 m 0 - 90 LM 8257

413-4 120 m 0 =100 LM 9090

C Feeder Road 302

Subgrade

Sta 0 + O1472 to Sta 5 + 29793 Completed

B -14

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

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- a--T

TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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-

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7

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M

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df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

I f~

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

~ ~ gt 3 3 3 3 3 3 3 gt 3 3 3 4 3 3 3 3 3 - o f

ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Oubbase

Sta 0 + O1I to Sta 5 + 278 Partial

Structures

RC Pipe Culvert-

Item Nio Description Accomplished

413-2 060 m 0 = 18 LM 100

413 120 m 0 = 26 LM 100 VII COMMhrS AID RECOMMENDATION

It will be noted that the project has a negative slippage of 1052 and this was duo to lack of equipment and the bsd weather condishytion especially on the feeder roads

Whenever these was a good weather condition prevailing along the Secondary Road the activities of the Contractor was concentrated at the Concrete Paving Work thus their accomplishment in this phase of

work was quite satisfactory

Although one additional Concrete Transit Mixer arrived to the proshyject site to augment the available equipment thu Contractor had been advised to bring in the minimum equipment requirement as stipulated in

the Contract

The Cnn+r -+---as also advised to speed up the production of coarse aggregate needed for Item 316 in order to catch-up with

the approved progra of work

B-5

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

4

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amp 6 DE-4 OFo ~ yNIYLS~APTEMNOASVRlPTIO

1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

7OQ ---- OF 4T ri~IN G _F _M_ -T_____MC__

SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

40 4 ( ) _ _ _ _ NJ_ _ _ _ _ 1

Q1-20 J)CV4 13 (4) M~Vr~A~ 5)LW

509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

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55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

1J 6 16 3 p-~ ~ - D-l T

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

-

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7

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i o 1 0241270

M

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df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

I f~

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

~ ~ gt 3 3 3 3 3 3 3 gt 3 3 3 4 3 3 3 3 3 - o f

ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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--

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ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

ANNIX B-A PROJECT CALAq1ACA-SI9OnO RO D SECTION

(Sub-Project 3 Contract Package I)

WEATHER REPORT

Date - 1981 Weather Condition

October 21 22 23 24

25 26

-

--

--

Fair -doshy-do-Cloudy w Rainy Fair

slight rain P1

November

27 28

29 30 31

1

--

_ -_

-do-Good v7 RainyFair -do-Good

scattered rain

2 3

-

-Fair FairCloudy

4 - Fair 56 7 8 9

10 ll 12 13 14 l 15 16 17 18 19 2e

-_ - -

_ _

- _ _ _

Fair w slight rainCloudy Good Fair -doshy-do-Rainy Fair Cloudy

Good Cloudy -do-Fair Rainy typhoon Yeyeg -do-Rainy

B-6

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

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PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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PROCURE

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

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25 JUN30

--

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ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PRIGNATIC DEVELOP4NT amp CONSTRUCTION CORPORATION Calabanga-Sibobo Road Section

Sub-Project 3 Contract Package No 1

LIST OF EQUIPMNT (As of November 20 1981)

DESCRIPTION QURMITy

Bulldozer (Caterpillar) 1

Road Roller 1

PayLoador 2

Dump Truck 5

Road Grader 2

Bax Q ter 1

Rock Crusher 1

Concrete Vibrator 2

Vibratory Screed 1

Concrete Iixer (I- Bagger) I

Concrete Transit Iixer 2

Water Truck 1

Water Pump 1

Welding Machine 1

Orncpeto Batch Plant 1

Wood 70omp (For Concrete Pavement) 20D

Peienta-e o qirft Availability- 8992

SUBMITTM BY

SIP) -CIMFLO BAIZON Project Engineer

__

______

_ __

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P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

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SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

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509 0O) AC6R 6ATF rOK U1PP^ 1 FI-plitGI Ofgt A MF57G 0

~ 4 ~A- MONTHLY CASH FLOW 14 165

~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

A OR tWL~

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P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

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ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

__

______

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9UCCMPING5 VeN lt fA L9r AT

P R F C F IP I N FIN 4AT

DATEE amp7AIn q)L

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1(03 rovRCE tNCCOUN ORCE

103 (L) MOVAL or CulV E- I 105(1) PROkDWAY AND QRPONA~ =XCPVATA3N (WA5 e2T2MS 10-5(2) ROAD~WAY AND VKP P -)(CAVAO(RC T

gt105 () ROAVDWAYAN1D VKNAGC-W iN c~~FA 1II7ZAM- JO0 _____ N rO STKVCTVre -- 7574 W~ 1 COMMONr VOIW ONN W0~M

po ACCOjW7 WORK LS 2~

JO A GR P AT r-N SUB f - 11 3 0N

its~7~A 0 OF FFM yOHTVCD iAV (iDSr~nDA)i29 KW

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SOL (1) MECUM 4J t N C WT5 C N __ _ _ __ _ _ _

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~lt ~A ~CMLATIVE AMOUNT ~ 1515 -W

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1429

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

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25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

- )______________ ~PIqUPAVRV- rOCKPLt r-usvA

EVIOUSLYCOSrRcTg FACILk~irt 3 PRPA2 COt~atrlkUCT~wr

STOCKPI rIAIO vr Oe

0OSt LZkrkOtA Ilw1

55 DAYS 4

P-c~AF K-Pf KMA o STIRUCTJPREE-B - 115 PAYG

A7U77LTSr T MBER CCJFER NOVEMBER DECEMEER

- - -- _ _ _ -+

5 -____________________r II

111-69407 I

1J 6 16 3 p-~ ~ - D-l T

30______0AeIa IALPA

iW TA- R44

995 AAVS

rlJN4R FERAR ACHARI A

f4 36A 7 4t

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4

4 KKKKK JmIKKKKKKKltIFRAP

Wb R KR K KKR

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- a--T

TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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LDOZER 47

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

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25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

ITEM 10

14

47 -

(FO R A NT ITEM

AaB 405 PIER I APIER 2)

ITEM

0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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ITEM 30

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

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(CO MITLE T0I )

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333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

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TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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ITEM

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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-_________

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

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TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

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3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

10 i s MIN IN

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- a--T

TEMOROP

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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TES FIF TEM 200 TESTS

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ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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--

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ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PROGRESS REPORT NO 32 November 1981

PROJECT SIBOBO-TINAMBAC SECTION

Sub-Project 3 Contract Package No 2

CONTRACTOR GOLDROCK CONSTRUCTION amp DEVELOPMENT CORPORATION

I GENERAL

This thirty second monthly report covers the pogress of construction for the month of November 1981

II MTERt

The weather condition for the month was occasionally fair in the morning and rainy in the afternoon as can be gleaned in the attached

Weather Report Annex C-A

III MOBILIZATION

The equipment presently available at the project were shown in the

attached Lit of Equipment Annex C-)) The Contractor was advised to hasten the mobilization of the secondary

rock crusher and to bring in additional vibratory roller to supplement

the tandem roller

IV PROGRESS OF WORK

A GENERAL

Item 1601 - MAINTENANCE OF UNCOMPLETED ROAD SECTIONS

The contractor had continue maintenance of the secondary road by placing granular materials to slippery portions and improvement of side ditches to drain rain water

0-I

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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(CO MITLE T0I )

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FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

B SECONDARY ROAD

Item 105-i - ROADWAY AND DRAINAGE EXCAVAi1ON (WASTE)

The contractor continue widening of roadway from Sta

11 + 500 to Sta 13 + 500 (existing concrete pavement) and

at present this section was substantially completed

Item 105-3 -ROADWAY AND DRAINAGE EXCAVATION

The accomplishment of the contractor for this item was

minimal due to unworkable soil condition brought by rains

The contractor have excavated the section from Sta 21 + 200

to Sta 21 + 800 (right side only)

Item 106 - EXCAVATION FOR STRUCTURE

Excavation for drainage structure (for reinforced concrete

pipes)were done manually by assigning some laborers About

950 cum were accomplished to date

Item 108 - AGGREGATE SUBBASE

The contractor continue stockpiling hauling and spreading of subbase materials to some sections that were already on subgrade Subbase materials were adequately compacted and field

density tests undertaken have satisfactory results

Item 110 - FOUNDATION FILL

Before laying of RC Pipes foundation fills were adequately

placed and compacted About 60 cum of foundation fill were

accomplished tr date

C -2

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

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4 A ITE 107

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TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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--

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ITEM

-_________

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[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

--

Item 200 - GRAVEL BASE COURSE

With the use of the primary rock crusher the contractor

continue crushing of boulders Stockpiled aggregates were

delivered placed and thoroughly compacted from $ta 16 + 500 to Sta 17 + 000 About 1200 cum of stockpile aggregates

are available at site

Item 405 - CONCRETE CLASS A (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

PAuring of concrete for one-half (12) barrel of reinforced concrete box culvert at Sta 15 + 552 was completed Three (3) sets of concrete cylinder samples were taken to represent

the concrete poured for bottom slab sidewalks and top slab

Item 406 - REINFORCING STEEL (FOR DRAINAGE AND MISCELLANEOUS

STRUCTURES)

Reinforcing steel which were previously cut and bent were

incorporated into the members of structure mentioned under

Item 405

Item 413 - REINFORCED CONCRETE PIPE

Fabrication of different sizes of RC Pipes is still in progress RC Pipes which were previously casted were placed

at their corresponding drainage stations

060 M Dia RCP--------- 67 LM

090 M D13 RCP----- - 45 LM

120 1 Da RCP -- - shy - --- 30 LM

C -3

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

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FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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~~I 721678335EE -~ 105 51196691298004 -

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Item 500 - RIPRAP GROUTED

Placing of embankment protection at the Abutment of Cut-12 and Kawayan Bridges has been started during the month About 50 cum of grouted riprap has been accomshy

plished for the two bridges

c FEEDER ROAD 303

Item 105-1 - ROADWAY AND DRAINAGE EXCAVATION (WASTE)

The contractor started roadway excavation from Sta 0 + 015 to Sta 1 + 950 The activity for this item was limited due to unworkable soil condition brought by rains

Item 106 - EXCAVATION FOR STRUCTURE

Excavations preparatory to laying of RC Pipes were started and about 200 cum were accomplished to date

V MATERNALS TESTING AND QUALITY CONTROL

During the month the contractors laboratory staff under the supervision of the A amp E Materials Engineer had performed the following

laboratory and field tests

a Grading Test

Item 105 ---------- 12

Item 108- 5

Item 405

Fine Aggregates 2

Coarse Aggregates - 2

C-4

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

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4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

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44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1429

-

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1800 CUj 19008000

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

b Liquid and Plastic Limit Test

Item 105 -12 Item 108---------- 5

c Laboratory Compaction Test

Item 105 12

Item 108---------- 5

d Compressive Strength Test

Three (3) sets of concrete cylinder samples (not yet tested) were taken to represent the concrete poured at bottom slab sidewalks and top slab of RC Box Culvert at Sta 15 + 552

e Quality Test

Samples of materials for quality test were sent to the Provincial Engineers Office (PEO) Materials Quality Control

Section such as

1 Coarse and Fine Aggregates

2 Materials for Item 108 and Item 200

VI ACCOMILISM-NUT OF MAJOR ITEMS (Accumulated as of this report period)

A SECOUDARY ROAD

Eubgrade0

Station Remarks

14 + 325 - 16 + 391 Completed

16 + 41505 shy 16 + 500 Partial

16 + 500 - 17 + 150 Completed

17 + 150 - 17 + 600 Partial

C - 5

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

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(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

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FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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1429

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1800 CUj 19008000

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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5 SUB-CGN-CO 3 --

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1 Ihzludes permanent -ruplcye

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Station

17 + 600 shy 18 + 20790

18 + 28383 shy 19 + 33470

19 + 473 shy 19 + 243

19 + 258 shy 20 + 975

20 + 975 - 25 + 650

Subbase

Station

14 + 325 - 16 +391

16 + 41565 - 16 + 500

16 + 500 shy 17 + 150

17 + 150 - 17 + 600

17 + 600 shy 18 + 20790

18 + 28523 - 19 + 33470

19 + 34730 shy 19 + 243

19 + 258 - 20 + 975

20 + 975 - 23 + 600

Bases

Station

16 + - +500 17 000

Structre

A Item 413-1 shy 060 M Dia RCP

Remarks

Completed

Partial

Completed

Completed

Partial

Remarks

Partial

None

Completed

None

Partial

None

Partial

Partial

None

Remarks

Partial

C-6

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

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4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

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I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

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- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

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44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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5j 32 40~~L~3J~ S 3333z 41

3133 33333333 1

333333333 33333ILI~

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

-

1429

-

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1800 CUj 19008000

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Republic of thktb11pje

HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

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--

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ITEM

-_________

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[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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0ONST 405-A(I)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Station Accomplishment

11 + 649 300 LM

12 + 552

12 + 733

12 + 846

13 + 025

13 + 775

14 + 425

14 + 950

15 + 100

15 + 262

17 + 575

300 Lm

300 LoM

300 LM

300 LM

300 LIV

820 LI

720 uM

1200 LM

700 LM

600 LM

Total - 5840 LM

B Item 413-3 - 090 11 Dia RCP

Station Accomplishment

12 + 175

15 + 867

16 + 624

18 + 514

18 + 708

18 + 940

20 + 705

1000 LM

1200 LM

2100 LM

1680 LM

980 L

1800 LM

600 L1

Total - - - - 9360 LM

Remarks

Completed (extension only)

Completed (extension only)

6 LM additional

Completed (extension only)

9 LM additional

9 LM additional

Completed

Completed

5 LM additional

Completed

7 LM additional

Remarks

6 LM additional

1 LM additional

Completed

120 L114 additional

840 LM additional

Completed

12 LM additional

- 7

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

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LDOZER 47

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COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

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SUBMITTED BY

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FABRICATION OF- PRECAST 46

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

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3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

C Item 413-4 shy 120 M Dia RCP

Station Accomplishment Remarks

11 + 534 600 LM Completed

12 + 672 400 LM 1 LM additional

17 + 127 700 LM 7 LM additional

17 + 419 2100 LN Completed

21 + 949 1200 LM ( 2 lines) 42 LM additional

Total - shy 5000 LM

B FEDER ROAD 301

Subgrade

Station Remarks

0 + 015 - 1 + 950 Substantially completed

1 + 950 - 6 + 77446 Partial

Subbase None

Structure

Station Accomplishment Remarks

1 + 412 2400 LM (2 lines) Completed

VII C 701NTS iJUD RECO -- DiTIONS

During the month the activities of the contractor on earthwork

operation were limited due to unworkable soil condition brought by

rains thus increasing their negative slippage However despite of

the weather problems the contractor continue their activities on

structures and stockpiling of Item 200 and Item 108

C-8

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

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14

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AaB 405 PIER I APIER 2)

ITEM

0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

GCAAYOCR G lt

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105 1ITEM 107 ITE M 500

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ITEM 405 FOR SUPER STRUCTURES )eL

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DEFICIENCIES 8 CLEAR-1ltING FOR FINAL TUR ~OVER

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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5

1 Ihzludes permanent -ruplcye

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

ANNEX C-A

PROJECT SIBOBO-TINHMBAC SECTION Sub-Project 3 Contract Package No 2

WEATHER REPORT

Date - 1981 Weather Condition

October 21 AM Fair PM Fair 22 AN Fair PMt Fair 23 MI Fair PMI Fair 24 AN Rainy PM Rainy25 AM Rainy FM Rainy26 AM Fair PM Fair 27 AM Fair PM Rainy28 A4 Fsir PM Fair 29 AM Rainy P14 Rainy30 AM Fair PM Fair 31 AN Fair PM Fair

November 1 AM Fair PM Fair 2 AM Fair PM Fair3 AM Fair PM Rainy4 AM Fair PM Rainy5 AM Fair PM Fair 6 AM Fair PM Rainy7 AM Fair PM Rainy8 AM Fair PM Fair 9 AM Fair PM Fair

10 AM Fair PM Fair 11 AMD Rainy PM Rainy12 AM Fair PM Fair13 AM Fair PM Fair 14 AM Rainy PM Rainy15 AM Rainy PM Rainy16 AM Fair PM Rainy17 AM Fair PM Fair 18 Riziy Typhoon Yeyeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

C-9

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

7

9

t-M - III

PROCURE

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4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

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44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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1429

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

ANNEX P~I

GOLDROCK CONSTRUCTION amp DIE-OrP T CORP Sibobo-Tinambac Road Project

Bo Bagacay Tinambac Camarines Sur Field Office

LIST OF EQUIPMET (As of November 20 1981)

QT-TYPE MODEL 2 Dump TCack Isuzu 1 Dump Truck Reo 2 Bulldozer Komatsu D-80A-8 I Bulldozer Caterpillar 1 Payloader TCM 1 Payloader Allis-Chalmer 1 Grader Galion 1 Grader Hober D-1300 1 Tandem Roller Hober 1 Air Compressor 2 Service Vehicles Toyota Hi-Lux amp Tama aw 2 One-bagger Concrete Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Welding Machine Daien 1 Water Truck Reo 1 Rock Crusher 1 Sheepsfoot Roller

1 Water rmp 5

Percentage of Equipment avilableat project site e 5526

Submitted bys

(SGD) ANTONIO MORALES JR Project Engineer

C - 10

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LDOZER 47

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COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

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TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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FABRICATION OF- PRECAST 46

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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1 Ihzludes permanent -ruplcye

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

7

9

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PROCURE

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4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

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-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

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33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

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25 JUN30

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ITEM

-_________

I1601

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

df

4444 4ill ig- i 4lil~ili ]IA 4444444iI - 4 d4- )i4

444 144 4-7t3e5C7

gt444 4 4 4 -_ 44 4 4 IV -i l -

I-------------------------- --shy

4 A ITE 107

T ] i i i r 7i 4

TES FIF TEM 200 TESTS

C1l C

ES~ ~ ~LS~~ FORi~ ~ m 100~ ANKARC~ DM RCOIEFRDANAESRCUERl5~BAIR 64 i 4

rES~~~~RTIA IPATH ~ ~ 7M20MNOVRITOTSSRT M - L I

4 E 8 -4

ACTITI 10lEl

6I SHEEPlt ) ~ tp ~ CCHICP lMOO~ 3

14 CONCEU

444 = ~ -WHEE~ ~ ~ ~ ~ ~ J-- W= shy~ ~ gt F L 10Rd

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

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-

1429

-

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Republic of thktb11pje

HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

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25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

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0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

7T3372 ID24 e5A44

gQg 4 4 7 gt$ y I

A

- -A - -- 444 20 -ITFM ITEM 314 1 V 2shy

-FOR ITM34 V~CSTEST 17C R IT 1

L ITEM 510

STRCT~t~ 5OI5002412 AND SPCL ITEM __________

EQUIPMENTREQUIREMENT4 A1ST OF EQUIPMENT LUNIT CJ

LDOZER 47

ELLOADER 5 TIMTRUCK 25 CONSTRU(

COMPRESSOR I EPSFOOT ROLLER I RGRADER 3

UMATIC ROLLER I ER-TRUCK 2 -~

D ROLLER 2ICNT C E TRUCK I COTA

HIALTDISTRIBUTiON 2 SPREADER SU II BY ETE MIXER

RETE VIBRATOR -

CUTTER I

C M FOR

-WN9ampAO C

44 ~~ ~ ~ ~ L IU-gt j4 2gtA 4~ gty44 ~

--------------

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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SUBMITTED BY

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ITEM

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ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

--------------

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ITEM 30

gt 3 W 3 14 ITEM 33~~~~~~E ~3 3 3 332233338

EVh ITE 20o

33 33333 1~ REPUBL-IC OF33 TH PHLPPIE

(CO MITLE T0I )

SUBPROEC 3E PACKAGE 2 STA I I 20 STA 2+5+ 3

shy - -- I 3

ESTDROCITEM 20 D4_OSRCIN

FOEOMEEAPRVL APPROVED

333ZMA -- - - ~y Mlii 3 3t3t33333lAN- 01---3- -T3333 01FR O IRCS 3 -

L 3 33 -- 33 - 3 34 3

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

TT0C ) COMPUTED ACCOMPLISIjI_ (As of November 20 1981)

Sibobo-Tinambac Section Sheet 1 of 2

ITE DESCRIPTION

NOQuantities N O B I D

QUANTITIES UNIT COST AMOUNT COMPUTED ACCOMPLISHMENT

P e r c e n tag e Q u ant i Based on Bid l Value

1601

1603

1604

FORCE ACCOUNT WORK (kN ItrENANCE OFUNCOMF[LETED ROAD SECTIONS)

PROVIDE ONE (i) UNIT UTILITY VENICLE FOR ENGINEER

OFFICE EQUIPMEj FOR ENGINEER

28 KMM

1 LS

1 LS

539310

LUMP SUM

L0P SUM

15100680

4000000 900000

714

10000

2 K1IMO

1 LS

1078620

4000000

103-2 REMOVAL OF CULVERTS 14 ELA 57275 801850 1429 2 EA 114550

105-1 ROADWAY AND DRAINAGE EXCAVATION

105-2

(WASTE)

ROADWAY AND DRAINAGE EXCAVATION

20038 CUM 3000 60114000 5989 12000 CUM 36000000

105-3

106

107

108

111

(SOLID ROCK) ROADWAY AND DRAINAGE EXCAVATION

EXCAVATION FOR STRUCTURE

BORROW

AGGREGATE SUBBASE

OUNDATION FILL

O iIUiAUL (300 N FREE HAUL)

2000 CUM 44933 CUM

2650 CUM

10458 CUM

33200 CUM

160 CUM

13443 STA

11424

3811

4215

5280

7820

7876

065

22848000

171209663

11169750

55218240

259624000

1260160

878795

8500

4785

4340

5737

1566

3750

-

1700 CUM 1F500 CUM

1150 CUM

6000 CUM

5200 CUM

60 CU4

19420800

81936500

48t41450

31680000

40664000

472560

118

200

302

314(1)

314(3)

REPREPARATION OF PREVIOUSLYCONSTRUCTED ROAD

GRAVEL BASE COURSE (GRADING B)

MEDIUM CURING CUTBACK ASPHALTZRADE MC-i FOR BIT PRIME COAT AGGREGATE FOR BST (HOT ASPHALT TYPE)

ASPHALT CEjKjT F GRADE 85-100 FORBST (HOT-ASPHALT TYPE) j

6 KM

12600 CUM

123 MT

880 CU

193 NT j

815178

10560

451681

21980

470320

4891068

13056000

55556763

193A2amp00

1907P71760-shy

-

1429

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1800 CUj 19008000

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Republic of thktb11pje

HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

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HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

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EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Reubi h Pipins

Republic of thktb11pje

HIISTR OFPUBLIC N) RWAgoK

As N -

TJIKCRUP-L RA -f

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

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EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PROGRESS REPORT HO 31

November 1981

PROJECT Z Danao - Pasacao Road COJTRACTOR M4arosa Enterprises

I GENERAL

This thirty first monthly report covers the progress of construction for the month of November 1981

The construction activities are as follows

a) Survey iorks

b) Concreting of Pavement c) Maintenance of Roacway d) Preparation of Subbase

e) RiPraping of Revetment f) Crushing of Aggregates g) Earthwork operation h) Hauling of boulders coarse and fine aggregates for Item 316

II dplusmnEATHER

The weather condition for this period was generally fair with occasional rainshowers as shown in the attached -leather Report

III MjO3i LI 7ATI IJ

As of this period the Contractor has mobilized about 90 of the required equipment as shown in the attached List of Equipment

IV PROGRESS OF RK

The total work acconplished for this Period is 380 based on the new contract

Also the Contractor has speed-up his hauling and stockpiling of

D- 1

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

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EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

aggregates for Item 316 The estimated volume of materials available at site are as follows

Fine aggregate - 1800 cum

Coarse aggregate- 1100 cum oulder shy 800 cum

A GETERAL

ITEM 1601 2 FORCE ACCOUi4T r4ORK (Maintenance of Unpaved section Secondary Road)

The Contractor continued the maintenance of the Secondary RoadThe road section was reshaped and Potholes were filled with granularmaterals Using the road grader obstructions on side ditches were removed to allow smooth flow of rain water

B SECONDARY ROAD

SURVEY ORK

1 Staking the centerline prior to form setting of concrete Pavement

2 Checking of clevation widening and super elevation ofconcrete forms prior to pouring of concrete pavement 3 Checking the horizontal and vertical control of the revetment 4 Plotting of cross-sections are in progress

MARTHI ORK

ITBE 1070 2ORflai

The side slopes of reveient were filled with borrow materialsand properly corpactd oy the Contractor at the following sections

SMATIQ ESTIr ATED VOLUP Sta 3 + 40 to Sta 3 + 428 40 cum Sta 3 + 67 to Stamp 3 + 734 24 cum

D -2

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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l Includes permanent -ployees

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Sta 3 + 796 to Sta 3 + 846 12 cum Sta 4 + 009 to Sta 4 + 021 8 cumSta 4 + 212 none

4 + 184 to Sta Sta 5 + 112 to Sta 5 + 132 42 cum

Total = 120 cum

ITEI 108 AGGREGATE SUJJASE

The Contractor has hauled an estimated volume of 120 cumaggregate sub jase for correction spread and compacted at station 7 + 700 to Sta 8 + 200

ITEM 118 REPREPiaTIC 4 OF PREVIOUSLY CONSTRUCTED ROAD

For this item the Contractor has prepared 100 k1m of Previousl)constructed road from station 7 + 200 to sta 8 + 200 PreParatory to concreting work

ITEM 316 POTLiTrD CEMENT CCX4CRETE PAVEVIT (020 m thick)

The Contractor has started pouring of concrete at the town proper of Pasacao at the following road sections

STITI ESTIATWfED 1iEA(S a ])

Sta 7 + 776 to Sta 7 + 956 549 - Right laneSta 8 + 025 to Sta 8 + 300 83875 - Left lane

Total = 138775 sq m

The Contractor hes also prepared about 200 lm of forms and now ready for concrete pouring

ITEM 4o5-1 - CGUICREfE CLASS A (]RIDGE)

The Contractor has completed the sidewalks of wingwalls atW con 3ridge with -n estirrated volume of 200 cum

D-3

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

INCIDENTAL OiSTRUCTI C~s

ITEM 500 GROUTED RIPRAP (REVET ENT)

Grouted Riprap on the side slopes of revetment accomplishment during this

TATI4I Sta 3 + 40 to Sta Sta 3 + 687 to Sta Sta 3 + to796 Sta

Sta 4 + 009 to Sta

Sta 4 + 184 to Sta Sta 4 + 734 to Sta

with partial

period were as follows

ESTILATED VOLUNE 3 + 428 8000 cum 3 + 734 5000 cum 3 + 845 6000 cuOm 4 + 021 9000 cum

4 + 212 3000 cum 4 + 793 1000 cum

Sta 5 + 112 to Sta 5 + 132 _ 5000 cum Total 37000 cum

V MATERIALS TESTING AID QUALITY CA4TROL

During this month the Contractors laboratory staff under the directsupervision of the A amp E Materials Engineer Performed the following laboratory and field tests

1) Fine Aggregates

Grading tost 2 Uit veight 1

2) Coarse Aggregates

Grading test 2 Un 4t deight 1

Beam 3amples taken fromPavement 6 sets (not yet tested)

D- 4

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

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SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

VI ACCOMPLISHP ENT OF 1IJOR ITEiS (Accunulated TO-Date)

A Secondary Road

ao

Subqrade

ITFM 105 ROADJAY AOD DRAINAGE ECAVATIMN

290 kim of 300 km - completed 010 kir of 300 km - partial

ITEM 107 8011RCI

640 km of 647 km - completed 007 km of 647 km shy partial

Subba-se

ITEM 108t A6REGATE SU3ASE

860 km of 884 km - completed

024 km of 884 km - partial

Concrete Pavemnnt

ITEl 316 PORTLAND CEJMENT CCiCRETE PAVEPSplusmnJT

sta 7 + 77600 to sta 7 + 95600

sta 3 + 02500 to sta 8 + 30000

INCIDEA AL CSTRUCTICils

1 Revetments

a) Sorrow

sta 3 + 40 to sta 3 + 428 partlial sta 3 + 687 to sta 3 + 734 - paztial sta 3 + 796 to sta+ 846 - Oartial st 4 + 009 to sta 4 + 021 - Psital stE 4 + 104 to sta 4 + 212 - Partial sta 4 + 734 to sta 4 + 793 - partial sta 5 + 112 to stu 5 + 132 - partial

D-5

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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ITEM

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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SOT A L 28

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1 Ihzludes permanent -ruplcye

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

b) Riprap and Grouted Riprap

Sta 3 + 400 to Sta 3 + 428 - PartialSta 3 + 687 to Sta 3 + 734- Paral

Sta 3 + 796 to Sta 3 + 846 - Parial Sta 4 + 009 to Sta 4 + 021 - partial Sta 4 + 184 to Sta 4 + 212 shy none Sta 4 + 734 to Sta 4 + 793 - none Sta 5 + 112 to Sta 5 + 132 - partial

2) Reinforced Concrete Pipe Culverts Item

Accomplishment 1n0 DgqcriPtion Bi d Quan ti ty Quantity Percent Reiiprks 413-2 060 m RCP0 192 lm 192 lm 100 completed413-3 090 M 0 199 lmRCP 183 lm 9196 -doshy413-4 120 m 0 RCP 159 1m 159 lm 100 -doshy

3) Bridge (Odicon 3ridge)

Substructure completed

Suprstructure completed

B Feeder Roads FEEDER ROAD 201 (Itolan-3ahayCoco)

ITEM 105 ROADAY AiiD DRAINAGhE EXCAVATION

220 km or 220 km - completed

ITEM lOi 2)0iRRQV

2323 km of 2323 km - completed

ITFM 108 AGGRIUGATE SU3JASE

4523 kHvof 4523 km - completed

BRIDGE n o n e

D-6

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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--

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ITEM

-_________

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[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Drainage Structures

EIJI-ORCED CONCRETE PIPE CULVERT item

AccomplishmentNo Description AidQuati ty Quantity Percent Remarks 413-2 060 m 0 RCP 44 lm 44 lm 100 completed413-3 090 m 0 RCP 75 lm 75 lm 100 -doshy413-4 120 m 0 RCP 48 1m 48 1m 100 -do-

FEEDER ROAD 202 (Pasacao-Caranan-Jqacad)

ITEM 105 ROADAY AilD DRAIAGE EXCAVATIaO

410 m of 410 kri - cormpleted

ITEN 107 0Oi-(R

450 un of 4 Y) kmn - completed

ITEM 108 AG6iL aTE SU33ASE

560 km of 860 m - completed

JRIDGES (Timber Trestle 3r 1 J2 3 amp 4) shy spans completed

DRAI3GE STRUCTURES

Item Accomplishment

ijo Descriution 3idQuantity Quantity Percent ajmjjk 413-2 030 m RCP 220 lm 220 lm 100 completed413-3 090 M 0 RCP 90 lm 90 lm 100 -doshy413-4 120 m 0 RCP 73 lm 73 lm 100 -do-

FEEDER ROAD 203 (Psaco Port Road)

ITEM 105 -L)0 AAitJV DFtWAGE EXCWATICUJ

080 kri of 030 km - completed

ITEM 107S dORROI

0996 km of 0996 km - corspleted

D-7

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

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14

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(FO R A NT ITEM

AaB 405 PIER I APIER 2)

ITEM

0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

GCAAYOCR G lt

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105 1ITEM 107 ITE M 500

122 ~

ITEM 108 ITEM 31EC

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ITEM 405 FOR SUPER STRUCTURES )eL

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ITEM 36

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DEFICIENCIES 8 CLEAR-1ltING FOR FINAL TUR ~OVER

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

ITM 108 AG6REGATE SUJ3ASE

1796 km of 1796 km - completed

DRAIIAGE STRUCTURES

I tern AccoiplishmentAdeg Description Bid Quantity Quantity 2-ercnt 3eMark

413-3 090 m 0 RCP 81 lm 81 lm 100 completed

VII C9cENTS MID ECc-7ENDATI OS

As of this Period the Contractor has stockpiled sufficientaggregates for Item 316 good for aDout one kilometer and also mobilizeu the necessary equipment needed on the project

There was a suostantial improvenient in their activities butt stillthe project has a negative slippage of about 1192 The Contractorhad been advised to fully mobilized all available equipment on the siteand reorganize additional manpower in order to catch up with the approved program of work

D-8

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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C

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

DANAO-PASACAO ROAD (Sub-project No 2)

EATHER Pr-PORT

DATE - 1981 WEATHER CaJDITION

October 21 Fair 22 Fair 23 Fair 24 Fair 25 Fair 26 Fair 27 Fair28 Fair with occasional rainshower 29 Fair wit occasional rainshower 30 Fair 31 Fair

November 1 Fair 2 Fair 3 Cloudy 4 Sunny5 Sunny to rainy in the afternoon6 Fair with intermittent rains in

the afternoon7 Sunny with intermittent rains in the afternoon8 Fair to rainy in the afternoon

9 Sunny to fair 10 Sunny to fair 11 Rainy12 Fair 13 Fair 14 fair 15 Sunny 16 Cloudy17 Rainy18 Rainy Typhoon Yeeng 19 Rainy Typhoon Yeyeng20 Rainy Typhoon Yeyeng

D- 9

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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SUBMITTED BY

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ITEM

-_________

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

MAROSA ENTERPRISES DANAO-PASACAO ROAD

Odicon Pasacao Cam Sur

LIST OF EQUIPfEIT(As of 4ovember 20 1981)

QUAaTITY DESCRIPTI Lj TYPE

2 Transit ixer Isuzu 1 COe-bagger Mixer Briggs (8hp) 1 Two-bagger Mixer Ni tsubishi 1 iiater Truck Isuzu I Road Roller Sakai 1 Road Grader Komatsu 1 3ulldozer Caterpillar 2 Payloader TCI Mi chigan 2

3 Concrete Vibrator Dump Truck

Briggs (6hp)

Isuzu 1 Crusher Cedar Rapids 1 Concrete Jatch Plant

Percentage of equipment available - 90

Submitted by

(SGD) RUJEN PAANG Project Engineer

D - 10

MISSING PAGE NO

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PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

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PROJECT ENGINEERqABACC

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--

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ITEM

-_________

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[ZIETE GIRDERS 0

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

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SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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ITEM 108 ITEM 31EC

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ITEM 405 FOR SUPER STRUCTURES )eL

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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SOT A L 28

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1 Ihzludes permanent -ruplcye

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

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T AL 1 F 2 5 8

l Includes permanent -ployees

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Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

MISSING PAGE NO

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

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NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

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ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

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0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

CD

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44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

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14

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ITEM

0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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ITEM 36

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

4in

AdA

~VJ ~ I

-7 4 7IS -OF -PUB4

I~~4

-Sj

TIID -AAND

~ 4

4 ~14 A-

1 4- F ~ 4 4 Y~IAl 44 4 It

44~~~~4I (5-j~4 v

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

[ZIETE GIRDERS 0

15ITEM 405-A(2) sa44D PIER) CONST SHORING a LAUNCHING)

166 (FCR

ITEM 405 SUPERSTRUCTURE)

ITM 40

0 0

ITEM 10

14

47 -

(FO R A NT ITEM

AaB 405 PIER I APIER 2)

ITEM

0ONST 405-A(I)

SHORING a LAUNCHING OF GIRDERS)

FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

GCAAYOCR G lt

ocr 20z AUG13I GEP5 SEPT 30 - ct -2OISO~- 15- ---- - 2

30 123

2

105 1ITEM 107 ITE M 500

122 ~

ITEM 108 ITEM 31EC

14

ITEM 405 FOR SUPER STRUCTURES )eL

3303

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ITEM 36

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D~~~~EFICIENCIFS 8 CLARICORRECION OF MIORjS

- ITEM 02M

DEFICIENCIES 8 CLEAR-1ltING FOR FINAL TUR ~OVER

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Ai

Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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1L-~

APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

PROGRESS REPORT NO 8

November 1981

PROJECT TIG LJ D HIMFUGjT RIVER BRIDGILS Sub-Project 3 Contract Package No 1

CONTIACT-O AB AGULIJIDO CCNITIWiCTIOII CORPOaATION

I GENEAL

This eight report covers th activities of the contractor for

the month of November 1981

I I W Th- bull

The weather for this month was generdIly fair with occasional

rains as shown in the attached Weather Report Annex E-A

III MOBILIZTIO1N

Anex E-B shows the number of equipment available at project site

IV PROGRES5 OF WORK

A TIGILN BTE-ALIG-NIIT AiND BRIDGE (Sta 14 + 003 to Sta 14 + 365)

Item 405-a(2) - PRE-STRESSED CONCRLTE STANDRD AASIHTO

I-BIdI TYPE IV-2200 14

An6rular steel bars for the expansion joints of the

second span had been installed Fabrication of the

remaining angular steel bars is in progress

E- I

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

Item 405 - CONCR12E CLA3 A

Concreting of sidewalk of the first span had been

completed with a total volume of 13 cum

Construction of forms for railing posts is in progress

Item 406 - REIITFOCING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension have been incorporated

into the members of the structure mentioned under Item 405

B II4TIAAT RE-ALiG1WT 11D BIDGE (Sta 23 + 650 to Sta 24 + 04855)

Item 405 -a(1) - PRE-SrIhUSSED STANDARD COWiCRETE AASHTO I-Bl-i TYPE 2200 M

The twelve (12) units of pre-stressed I-Beam had been

launched to its final position

Fabrication of anigular steel bars for the fixed and

expansion joints is in progress

Item 405 - CONCREI CLASS A

Concreting of the first span (slab and diaphragm) had

been completed with a total volume of 36 oum

Item 406 - REI17O0CING STEEL

Reinforcing steel bars which were previously cut and

bent to desired measurementdimension wore incorporated into

the members of the structures mentioned under Item 405

V 21ATERIALS TESTIUG NJUDQUALITY CCIThOL

The contractors laboratory staff under the supervision of it amp E

Materidn Engineer perfor-ed the followinr laboratory and field tests

E - 2

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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SUBMITTED BY

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25 JUN30

--

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ITEM

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

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1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

---------

1 Fine Aggregstd

Grading 1

Specific Gravity -I---shy

2 Coarse Agregate

Grading-------- -- I-

Specific Gravity 1

Absorption Test -I-----

Two sets of concrete cylinder s~xnples were taken One each for

the sidewalk and slab of Tigran and Himuragat Bridges respectively

representing a total volume of about 55 cum

VI PIPLSICLL ACC01PLIShfl1T ( Jccumulated as of this report)

A TIGAIUN -IAND BRIDGshy

Sub-Structure----------- Completed

Superstructure The railings are the remaining structure to be concreted

PCC Pavement ------- ---- None

Earthworks Item 105 partially completed

Others Item 500 partially completed

B II GT IiE-ALIGNMiNT ID BVIDG2

Substructure ---------- Completed Superstructure Concretinz of the first span

htd been completed (slab and

diaphragms only)

PCC Pavement Ione

Earthworko ----------- Item 107 partially completed

Others ---- -- - - ------ -tem 500 partially completed

E- 3

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

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ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

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NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

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ITEM

-_________

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FABRICATION OF- PRECAST 46

CONCRETE GIRDERS9

_____ 126140051620663681132023067 24892t4362 I4j2307429 --- I5474M254

REC0MMENDW-AP OVA

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

2 Employees residing within the Basin Area

3 gtocal Hired Only

Submitted by

(SGD) BENJ MEN CAGERES

Prbejct-Mahager

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

VII COMVMNS AND RECOLAIITIONS

It should be noted that as of this report the time elapsed is

already 9833 or only four (4) days are remaining to complete the

contract time However the contractor had submitted a request for

one hundred twenty (120) calendar days tiLo extension due to the

problems of the Road-Right-Of-Way on the re-alignment and approaches

of Himuragat Bridge and the delay of the launching of the Pue- Stressed

Concrete I-Beams for this bridge The said request had not been

approved yet by the proper authorities

E-4

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

zPROCUREMENT OF MATERIALS 2TEM401-L- I(FORA 05ITEM 402-24 AEJTMENT 20 7 -W2436 k

24 shy

I- 36

CONST uF LAB BLDG I213

ITEM 406 84

a PROCUREMENT OF MATERIALS TEM 4CL-24o ITEM 402-Z4

N S 32 F 1

-5 -3c FABRIC

~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

ITEM

-_________

I1601

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166 (FCR

ITEM 405 SUPERSTRUCTURE)

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FABRICATION OF- PRECAST 46

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

A1ThEX E2

PROJECT TIGIIAN AND HIHUMIGAT RIVER BRIDGE Sub-Project 3 Contract Package No 1

WampITHER REPORT

Date~n- p81 Weather Condition

October 21 AYI Fair PM Fair 22 AMh Fair PMINFair 23 L- Fair PM Fair 24 i Rainy PM- Rainy25 14s Rainy PM Rainy26 A Fair PM -air 27 AM Fair- PMl Rainy28 A-i Fair PM- Fair 29 dMs Rainy PMe Rainy 50 A1h Rainy PUK Rainy 31 AIM Fair PM Fair

November 1 AM Fair PM Fair 2 AM FYdr PP Fair 3 ldlx Fair PM Rainy4 AMf Fair Ph Rainy5 AM Fair FPM Rainy 6 AI4 Fair Pi Fair 7 A f Fair PN Rainy8 AM I Fair Fi Fair 9 Al- Fair P Tair 10 AMI Fair PM Fair 11 Mi Rainy PM Rainy 12 -AM Fair P1I Fair13 A-i Fair PM Fair 14 a-i Rainy FNM Rainy15 ii4 Rainy PH Rainy16 Al Fair PM- Rainy17 II air P- Fair 18 Rainy Typhoon Yeyeng19 Rainy TyphoonYeyeng 20 Rainy Typhoon Yeyeng

E-5

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

5 SUB-CGN-CO 3 --

SOT A L 28

5

1 Ihzludes permanent -ruplcye

2 lnploye eir siding with n the Basin Area 3 Local-Hired Only

Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

MANIf -1iI D 1 2 1 h

C- -- -2

SU -CONTRACTORS 3

T AL 1 F 2 5 8

l Includes permanent -ployees

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3 gtocal Hired Only

Submitted by

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

---

ANNEX 1t-Btt A B AGUINAIDO CONSTRUCTION INC Tigman-Himuragat River Bridges

Tinambac Camarines Sur

LIST OF EQUIPIOT(As of Ovo=ber20 1981)

QTY TYPE MODEL

1 Bulldozer Komatsu D8OA

2 Truck-Mounted Crane Lorain Northwest

1 Payloade- Komatsu

2 Servico Vehicles Toyota Tamaraw) Ford Fiera

1 Roadroller Kato

2 Concrete Vibrator Briggs Straton 3HP

2 Two-Bagger Mixer Kobuta 16HP

2 Water Pump Kholer 16HP

1 Welding Machine

2 Bar Cutter

1 Pile Hammer Kobe K-25

Percentage of Equipment available - - --- -- 3641

Submitted by

(SOD) AMOR AGUYO Project Engineer

L 6

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

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500 077e6 9483u72400__ 360

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MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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~~I 721678335EE -~ 105 51196691298004 -

SUBMITTED BY

IJE

PROJECT ENGINEERqABACC

NETWOR imDIGAFR JUi~N

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25 JUN30

--

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ITEM

-_________

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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EMPLOYMENT GENERiaION SRVEY (SS3)

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FOR THE iH UF 11O7EMBERx 1981

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

4~ ~ ESTIMATED WEIWIT

IT0 ACCO5MPLISHED UNIT CoSTlQUANTITY AMOU NO1TE PROJECT-mo 1

1601 0464 333 6Mo 480000 80 1602 05073 1 ~rOP LS lump $umn 3500000

SUB TOTAL 09247 6380000

i __ _ _ 5 8cum 46 0 251000TISMAN BRIDGE___ 100 00351

____

- 02OHa 12v00 _ 242000 105 40645 S4 6725cu~m 4170 28043250 107 03634 7 Cl 538 cum 4660 2507080108 08348 - shy 680cum 8470 5759600 316_ 46090 - - 2000sq n 15900 31800000 402_24c 04209 2Ea 1452000 2904000 402-24 28828 e34 L 85000 19890000 403 06938 88LK 54400 47200

405 35566 cum 15200 24538800 405-A(2) 133319 Ea 8 144t98000 919400 406 45047 w - - Zi415kg 1450 31080750500 04525 -06 36300 3280 Rci~ 510 00092 8000 64000

SUB nTAL 357592 ___________ ______ 246722480

HIMURAGAT BRIDGE 100 00298 020Ho I028500 20570 105 0867 i5Ocum 3990 598500

106680 107 shy 14780cum - 4980 4400 308 70222 650CtM 8470 5505500

3167022 -I 85sqm 17000 48450000402-24a 04209 - - I Ea 1452000 2904000 402-24 48786 94 96M 3 85000 5366000G

403 11481405 994 K 136LM__~ ~ s _ 57400 7921200

4050192 338cum 105200 558_37600 405-Af) 209944 _v446t520nn888 - I2a___~ 120t71000 I46500406 8384370kg 1560 57e6000

500 077e6 9483u72400__ 360

510 0- -2g0096__ - S~ shy8300 66400 SUBOTA______ 6 i 436853700GRAND TOTAL 10000 ~ ~ i61899t56180

MONTHLY ACCOMPLISHMENT CUMULATIVE TOTAL

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Submitted by

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PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

__

PERTCPM OFFICIAL STARTING DATE

MARCH 3098 APR a-57 APR 300a7 5 MAY 3132 57 63

UTILIZE OFMCE 8 LABORATORY FOR 4 RCDq BRIDGE

3 ITEM 1602 FABRICATION OF PRECAST CG4 -- 31 -38

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

--------- 8 shy LOCAL - HIRED 2 5 20

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SOT A L 28

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Submitted by

0 DESEO

PetManager

Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

ar- true and correct

NETWOR imDIGAFR JUi~N

rf~

25 JUN30

--

LJ L2 JUL30

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

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EMPLOYMENT GENERiaION SRVEY (SS3)

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Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

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EMPLOYMENT GENERiaION SRVEY (SS3)

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Z R T I F I C A T 1 0 N

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Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

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Pvemb-r 20 1981

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EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

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Report submitted to the Ministry of Public Works and iighwayr

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FOR TH cMiNTH OF N0 XR191 j1931

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EMPLOYMENT GENERiaION SRVEY (SS3)

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Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

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Report submitted to the Ministry of Public Works and iighwayr

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FOR TH cMiNTH OF N0 XR191 j1931

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

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Report submitted to the Ministry of Public Works and iighwayr

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Bicol River Basin Development ProgramSan Jose Pplusmnli Can Sur

EIPLOYMNT GNjTG1 UrVEy (SS3)

NAJE O1 CONTRACTOh TECHNIKS GROUP CORORATION (Cons]tant-Packae I-

FOR TH cMiNTH OF N0 XR191 j1931

AD NINISTRATIVE Et I ampi R3 4=TEC INICALFINANCE SKILLED SK L E USKILLED KiNILA - a-3SD 1 1

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EMPLOYMENT GENERiaION SRVEY (SS3)

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

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Bicol River Basin Development Program San Jose Pili Cam Sur

EMPLOYMENT GENERiaION SRVEY (SS3)

NAriE OF TTRACTOR RL UNiALI CONSTRUCTION CORPORATION

FOR THE iH UF 11O7EMBERx 1981

bull-ffNISTRATIVE ENGINEERING FINANCE TECHNICAL SKILLED UNSKILLED

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

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Report submitted to the Ministry of Public Works and iighwayr

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Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

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Report submitted to the Ministry of Public Works and iighwayr

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

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APPENDIX C

Pvemb-r 20 1981

Z R T I F I C A T 1 0 N

This is to certify that thli- Monthly Construction irog ess

Report submitted to the Ministry of Public Works and iighwayr

in compliance witt amp-agraph 302t Article III of the contract

for Engineering Servce ar- the ciaj accomplishment o tiie

res ptxvecrctors -in othr information invu-Cd thret

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