Monthly Progress Report - Online PIU Information Systemnhai.org.in/spw/ConcessionaireDetails/Monthly Progress Report- Apr... · 1a key plan 1 1b location plan 2 2 executive summary

National Highways Authority of India(Ministry of Road Transport & Highways)

Government of India

Six laning of Chilkaluripet to Nellore Section of NH -16

from Km. 1182.802 to Km. 1366.547 in the state

Andhra Pradesh

To be executed as BOT (Toll) on “Design , Build, Finance, Operate andTransfer” (DBFOT) model under NHDP Phase-V

Monthly Progress Report(For the month Apr 2016)

Concessionaire

SIMHAPURI EXPRESSWAY LIMITED

Independent ConsultantsINTERCONTINENTAL CONSULTANTS & TECHNOCRATS Ltd in JV

with SNC-LAVALIN INFRASTRUCTURE Pvt. Ltd


Government of India



Andhra Pradesh



Concessionaire





Government of India



Andhra Pradesh



Concessionaire




Table of ContentsSECTION – A Page

No’s

1A KEY PLAN 1

1B LOCATION PLAN 2

2 EXECUTIVE SUMMARY 3

2.1. GENERAL 3

2.2. PROJECT LOCATION 3

2.3. CLIMATE AND ENVIRONMENT 4

2.4. EXISTING RIGHT OF WAY 5

2.5. STRUCTURES 5

3 PROJECT BRIEF 6

4 SCOPE OF THE PROJECT 8

5 DETAILS OF EXISTING/PROPOSED STRUCTURES 12

6 DETAILS OF PROJECT ROAD 13

7 DETAILS OF SERVICE ROAD 17

8 CHANGE OF SCOPE 18

9 ORGANISATION CHART – SIMHAPURI EXPRESSWAY LIMITED 21

10ORGANISATION CHART – SIMHAPURI EXPRESSWAY LIMITED(PMT)

22

11 ORGANISATION CHART – BSCPL INFRASTRUCTURE LIMITED 23

12 ORGANISATION CHART – KMC CONSTRUCTIONS LIMITED 24

SECTION – B

PRE CONSTRUCTION 25

13 STATUS OF LAND ACQUISITION 26

14 STATUS OF HINDRANCES AT SITE 30

15 SHIFTING OF UTILITIES 31

16 REMOVAL OF TREES 33

17 STATUS OF APPLICABLE PERMITS 34

18 SITE CAMPS & LABORATORIES 34

19 MOBILISATION OF MAN POWER 35

20 MOBILISATION OF EQUIPMENTS 36

21 REVIEW OF DESIGN & WORKING DRAWINGS 38

SECTION – C

PROGRESS OF WORK 41

22 STATUS OF MILESTONE 42

23 PROGRESS 43

24 S-CURVE 49

25 PROGRESS SLIPPAGE 50

26 LIST OF CORRESPONDENCE DURING THE MONTH WITH AUTHORITY 51

27 SCHEMATIC STRIP CHART FOR HIGHWAYS & STRUCTURES 52

28 QUALITY CONTROL TEST 53

29 WEATHER REPORT 85

30 BORROW AREA SUMMARY 95

31 SITE VISITS AND MEETINGS 100

SECTION – D

32MONTHLY STATUS REPORT (CL. 19.1 OF CA)& DIVERSIONS, LANECLOSURE DETAILS

102

33 DIVERSIONS & LANE CLOSURES 109

SECTION – E

34 ACCIDENT DATA 111

SECTION – F

35 NCR REGISTER 119

36 LABORATORY EQUIPMENT 129

SECTION – G

37ISSUES TO BE RESOLVED BY THE AUTHORITY FOR THE EARLYPROJECT COMPLETION

137

SECTION – H

38 PHOTOGRAPHS 139

Section – A

GENERAL

Monthly Progress Report - Apr 2016

1

1A. Key

LOCATION


2

1B. Location Plan

Districts Covered: Guntur, Prakasam and NelloreTotal Length of the Project: 183.620 KM


3

2. Executive Summary

2.1. General

TheNationalHighwaysAuthorityofIndia (NHAI) isengagedinthe development of National

Highways and as part of this endeavor, the Authority has planned to undertake

developmentofSixlaning of Chilakaluripet – Nellore section of NH-16 from km 1182.802 to

1366.547 (length 183.620) in the state of Andhra Pradesh under NHDP Phase V to be executed as

BOT (Toll) project on DBFOT pattern.

2.2. Project Location

The Project of "Six Lining of Chilakaluripet – Nellore section of NH-16 from km 1182.802 to

1366.547 (length 183.620) in the state Andhra Pradesh under NHDP Phase V to be executed as

BOT (Toll) project on DBFOT pattern.” has been awarded to M/s SIMHAPURI EXPRESSWAY

LTD,Hyderabad, as Concessionaire. The Project Highway shall be widened/ developed to have 6-

Lane dual carriageway with 1.5 m wide paved and 2.0 m earthen shoulders facilities for each

carriageway having median width up to 4.5m. All the Major Bridges, Minor Bridges and Culverts

in the corridor are also proposed to be widened to match the new road and shall be conforming to

6-Lane road configuration. The Concession Period of the Project is 30 Years including 30 months

of Construction period.

The Projects basically comprises up-gradation of existing four lane carriageway to six lane divided

carriageway facility with geometric improvement, rehabilitation and improvement of existing road,

construction of service road, construction of R.O.B, improvement and widening of bridges and

culverts, construction of underpasses and project facilities like bus shelters, truck lay bye, toll

plazas and its operation and maintenance during and after construction up to the end of Concession

Period. The proposed construction of road work will involve use of modern innovative techniques

and modern construction practices based on trained and intuitive experience. All the Major and

Minor Bridges and Culverts enroute are also proposed to be widened.


4

2.3. Climate and Environment

The Districts experience summer from May to June, South West Monsoon from June to

October, North East Monsoon from October to Jan and winter from November to February. Annual

Temperature ranges from mean minimum Temperature 19.00 degree Celsius to mean maximum

temperature 45 degree Celsius.

The average rainfall in the district is 1600 mm / per annum, maximum temperature goes up to 48

degree Celsius. Annual Relative Humidity varies between 20% to 90%. Wind speed (kmph) is

generally 0.10 to 19 km/hr.

SUMMARY SECTION - 1ASECTION - 1B &

2ASECTION - 2B

Rainy Days for the month of Apr-2016

: 00 day 00 day 00 day

Rainfall for the month of Apr-2016 : 0 0.0 0

Cumilative Rainfall up to the monthof Apr-2016

: 3836 3040.4 4064.9

Average Min.Temperature for themonth of Apr-2016

: 28.43 28.98 28.40

Average Max.Temperature for themonth of Apr-2016

: 39.71 35.05 37.90

Average Min.Humidity for themonth of Apr-2016

: 30.93 84.00 46.47

Average Max.Humidity for themonth of Apr-2016

: 86.50 43.57 86.97


5

2.4. Existing Right of Way

The existing Right-of-Way (EROW) generally varies between 40.00 m to 60.00 m. along the

project.

2.5. Structures

Following are the Existing Structures in the Project Site:

Si.No. Type of Structures Nos. of Structures

1. Major Bridges 11

2. Minor Bridges 54

3. Flyovers NIL

4. ROB 03

5. Pipe Culverts 166

6. Slab Culverts/Box Culverts 137

7. VUP 02


6

3. Project Brief& Contract Details

Sr. No. Particulars Description

1. Name of Project

Six laning of Chilakaluripet – Nellore section of NH-16from km 1182.802 to 1366.547 (length 183.620) in thestate of Andhra Pradesh under NHDP Phase V to beexecuted as BOT (Toll) project on DBFOT pattern.

2. Client / AuthorityNational Highways Authority of India.

(Ministry of Road Transport & Highways).

3. Concessionaire M/s. Simhapuri Expressway Limited

4. Independent EngineerM/s. Intercontinental Consultants and Technocrats Pvt.Ltd in JV with SNC Lavalin Pvt. Ltd

5. EPC ContractorM/s KMC constructions Limited

M/s. BSCPL Infrastructures Limited

6. Design Consultant M/s L&T Ramboll Consulting Engineers Limited

7. Project ManagementTeam

M/s. Simhapuri Expressway Limited

8. Proof Consultant

9. Safety Consultant M/s HAKS

10.Total Project Cost

Total EPC Cost

INR 1535 Crores

INR 2170 Crores

11. Date of Signing ofConcession Agreement

15thJuly 2010

12. Appointed date&Financial Closure

21st November 2011

13. Concession Period 30 Years

14.

Scheduled Six-LaningDate

30 months from the appointed date

Revised Six-Laning Date30th June 2016, as per NHAI/ RO-HYD/11017/1/C-N/13/EOMS/ vide letter – 2199, dated 07th Aug -2015.


7

Sr. No. Particulars Description

15. Performance Security

Rs.130.31 Crore

Rs.63.81 Crore vide Guarantee no. 00080100005397dated 20/11/10. Bank name: Axis Bank-Hyderabad

Rs.66.50 Crore vide Guarantee no. 11683 dt 19/11/10.

Bank name: SBH-Hyderabad. (Released on 24 May2014).

16.Details of EscrowAccount (as per ScheduleS)

Submitted vide L.No SEL-DBU/NHAI/FA/2010/323 dt20/09/10.

NHAI signed vide L.No NHAI/15011/NHDP-V/Tech/CK-1 dated 05/10/10.Bank name: SBI-CAGbranch,Panjagutta.

17. Details of ProjectMilestone

Scheduled:-

Milestone I : 20th Nov 2012 - 35%

Milestone II : 20th Nov 2013 – 70%

Milestone III : 21st May 2014 – 100%

Revised Mile stone as recommended by IE :-

Milestone II : 01st Sep 2014 – 70%

Milestone III : 30th June 2016 – 100%

Mile Stone dates as determined as per NHAI/ RO-HYD/11017/1/C-N/13/EOMS/ vide letter – 2199, dated07th Aug -2015.

18.

Scheduled Six LaningDate

912th day from the appointed date.

Revised Six-Laning Date

As Recommended by IE912+772=1684th day from the appointed date.

Monthly Progress Report – Apr-2016

8

4. Scope of the Project

SL.No.

Description Unit

Scope ofWork as perConcessionAgreement

Remarks

1 Widening to 6 Lane. Km 173.4952 New Construction /Realignment Km 10.1253 Project Facilities

a) Toll Plaza No. 03 (i). Ch. 1200 (Bollapalli)(ii) .Ch. 1264 (Tangutur)(iii).Ch. 1326 (Musunuru)

b) Road side Furniture

i. Traffic Signs Entire Project wayii. Over Head Signs No. 66 48 no’s Cantilever type (4.0mx1.2m)

18 no’s overhead sign (3 lane widthx1.2m)iii. Pavement ilkings Entire Project way

iv. LED Traffic BeaconsEntire Project way near pedestrian crossing,public gathering places, cross roads, medianopenings &entry/exit of service roads/ramps

v. Crash Barrier M 6668 EPC – 113523 EPC – 2

vi. MS Railing M 18946 EPC – 13986 EPC – 2

vii. Delineators & Studs Entire Project wayviii. Boundary Stones KM 183.62 Entire Project wayix. Hectometer/Kilometer Stones KM 183.62 Entire Project way

c) Highway Lighting


9

SL.No. Description Unit


Remarks

i. High Mast No. 07ii. Street Lighting M 31610

d) Pedestrian Facilities 1.150m pedestrian guardrail at each bus bay2.Pedestrian walkway in all urban areas3.Ramps/steps at flyovers on cross road4.Pedestrian crossing facilities on service road

e) Landscape & Tree Plantation 183.62 KMf) Rest Area No. 06 LHS & RHSg) Bus- Byes and Bus Shelter Location 126 LHS & RHSh) Highway Patrol No. 06i) Ambulance No. 03

j) Crane No. 03k) Advanced Traffic Management Systems(ATMS) KM 183.62

4. Pedestrian / Cattle Underpass No.Proposed for Improvement as per CA 01Proposed New Structures 21

5. Vehicular Underpass No.Proposed for Improvement as per CA 01Proposed New Structures 24

6 BridgesMajor Bridge

Proposed for Improvement as per CA 11Proposed New Structures 01

Minor BridgeProposed for Improvement as per CA 54Proposed New Structures 04


10

SL.No. Description Unit


Remarks

7 ROBProposed for Improvement as per CA 02Proposed New Structures 03

8 Flyover/Grade Separated IntersectionsProposed for Improvement as per CA 00Proposed New Structures 04

9 CulvertsSlab/ Box CulvertsProposed for Improvement as per CA 129Proposed New Structures 03Hume Pipe CulvertsProposed for Improvement as per CA 164Proposed New Structures 09

10 a) Service Road Km 84.660 LHS + RHSb) Cart Track@ Ongole Bypass Km 13.520 LHS + RHS

11 Major Junctions No. 25.000 EPC – 0138.000 EPC – 02

12 Minor Junctions No. 294.000 EPC – 01242.000 EPC – 02


11

Sno StructureRetain Existing w/repair,

widening 3 lane/ add 2 lane/with structure

Replace Existingwith widening 3 lane/

with SR structure

NewConstruction

Replace Existingw/repair / Splayed

WW

TotalNo’s

Total forRepair

Remarks

1 MJB 9 1 2 12 11

2 MNB 38 2 4 14 58 53

3 ROB 1 2 3 5 3

4 PUP 21 1 1

5 VUP 24 1 1

6 Flyover 4 4

7 Culvert 242 44 19 305 242

8 T Plaza 3 3

Monthly Progress Report – Apr 2016

12

5. Details of Existing/Proposed Structures

Type ofStructure

ExistingStructures

Proposed forImprovement

as per CA

ProposedNew

StructuresTotal Remarks

Major Bridge 11 11 01 12

Minor Bridge 54 54 02 + 02 58

2 - Ongole Bypass

MCW

2 – Ongole Bypass

Service Road

Box/Slab/Arch

Culverts137 129 03 132

Pipe Culverts 166 164 09 173

Vehicular

Underpass02 01 24+3 29

As per CA: 24+1(existing) + 3 No’sCOS(AdditionalStructures) + 1 Nochaged as PUP to VUPas per increase inHeight COS

Pedestrian

Underpass00 01 21+5=26 27

As per CA: 21+1

(existing) + 5 No’s

COS(Additional

Structures) and 1 No

chagedas PUP to VUP

as per increase in

Height COS

Flyover 00 00 04 04

ROB 03 02 03 05

Toll plaza 03 00 03 03

Existing Toll Plazas

to be dismantled and

reconstructed


13

6. Details of Project Road

Section Flexible PavementRigid

PavementTotal

Package-1(Km 1182.802 to Km 1266.000 )

82.384 Km(Km 1182.802 to Km

1266.000 )0.814 Km 83.198 Km

Package-2(Km 1266.000 to Km 1366.547 )

100.147 Km(Km 1266.000 to Km

1366.547 )0.4 Km 100.547 Km

Description UnitType of Cross Sections

1 1A 1B 2 3 4 5 6 7

Width of Main Carriageway Meter 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5

Width of Paved Shoulder Meter 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

Width of Earthen Shoulder Meter 2 0 0 0 0 0 0 2 3

Width of Edge Strip Meter 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

Width of Median Meter 4.5 4.5 4.5 4.5 0 4.5 4.5 4.5 4.5


14

Repairs and Rehabilitation: Bridges

Sl No Chainage Improvement Code As per CA Remarks

(1A-MINOR BRIDGES)

1 1183+695 F,A

2 1184+002 F,A

3 1185+263 F,A

4 1189+297 A,F,G Completed

5 1193+149 A,F,G

6 1195+423 F,A Completed

7 1197+097 A

8 1199+047 D,A

9 1200+912 A

10 1202+579 A

11 1203+050 F,A

12 1205+225 F,A

13 1223+473 A

14 1226+800 AG

15 1229+977 A

16 1250+750 A,G,F

17 1251+725 A,J,F Work in progress

18 1251+900 A19 1252+220 A20 1256+630 AG

21 1260+558 F,A

22 1264+100 F,A Work in progress

23 1267+950 A,C


25 1272+830 A

26 1273+910 AG

27 1289+400 A


15


28 1296+290 A,F Work in progress

29 1296+750 A,F,G Work in progress


31 1310+615 A,F

32 1310+830 A,F

33 1324+310 A,F

34 1325+635 A,F

35 1326+950 A,J

36 1327+045 A,F

37 1327+515 A,F

38 1329+677 A,J,F

39 1333+925 A,F,G

40 1334+520 A,F,G,J

41 1335+075 A,F

42 1337+525 F,A,J

43 1338+127 F,A

44 1341+920 A,F

45 1343+035 A,F

46 1343+190 A

47 1343+330 A,F

48 1346+812 A

49 1351+040 A,F

50 1359+987 A

51 1362+170 A

52 1362+590 A,J

53 1362+985 F, A

A –Retain with RepairsF – Widening the existing bridge after repair with RCC box ceel/SlabG - Provide Separate Bridge for service roadJ – Provide splayed wing walls for the existing 3 /6 lane


16


1 b) Major Bridges

1 1183+279

A – Retain with RepairsF- P Widen the existing bridge after repairs with RCCbox cell bridge/RCC solid slab superstructure and itsabutment/pier and open /raft foundation to 3 lane withsplayed wing walls;

Work in Progress

21229+025 A,C - Add New 2 Lane bridge parallel to the existing

bridge

Work in Progress

3 1240+357 A,C4 1261+810 A,C Work in Progress5 1261+320 F,A Work in Progress6 1262+950 F,A Completed

7 1269+150 A,C Work in Progress8 1282+680 A,C Work in Progress

9 1286+220 A Work in Progress

10 1327+835 A,C11 1355+150 A,J

Ongole Bypass

1 c ) PUP

1 1207+380

2 1223+121 A

2 1238+6503 1252+6644 1288+1205 1297+4926 1301+5227 1305+8178 1311+1909 1322+000

10 1328+89011 1353+15012 1355+71313 1365+300

1 d) VUP1 1320/3 A Work in Progress

2 1366+6203 1356+8254 1366+2005 5+760

1 e) ROB

1 1306/3 A

2 1366/6 A

3 3+450

4 8+970Concessionaire communicated vide letter ref 918 dated 20.11.2015 the additioanal requirement ofRehabilitation for the existing structures , considering the safety of the structureand road users, underchange of scope.


17

7. Details of Service Road

Package

Flexible Pavement (LHS +RHS) Length (in Km)

Rigid Pavement (LHS +RHS) Length (in Km)

As PerConcessionAgreement

As Per DesignApproval/Site

conditionsrequirement

As PerConcessionAgreement

As PerDesign

Approval/Siteconditions

requirement

Pacakage-1:Km 1182.802 to Km1266.000 (ExcludingOngole Bypass)

41.178 41.620 0.000 0.000

Km 0+000 to Km10+125(Ongole Bypass)

4.210 6.570 0.000 0.000

Pacakage-2Km 1266.000 to Km1366.547

39.272 53.264 0.000 0.000

Total Pacakage:Km1182.802 to Km 1366.547

84.660 101.454 0.000 0.000

Cart Track: Km 1266.000 toKm 1366.547

13.520 13.50 0.000 0.000

Width of the service road varies from 5.5 m to 7.5 mCart Track is 3 m in width


18

8. Change of Scope

1. Underpasses: (Increase in Vent Height/Size)PUP from 3.5m to 4.0m height

Sl. No Chainage Size as per CASize as

requestedby IE

Remarks

1 1252+645 7.5m x 3.5 m 12 m x 4.0 m

2 1294+730 7.5m x 3.5 m 7.5m x 4.0 m

3 1301+522 7.5m x 3.5 m 7.5m x 4.0 m

4 1312+160 7.5m x 3.5 m 7.5m x 4.0 m

5 1322+000 7.5m x 3.5 m 7.5m x 4.0 m

6 1328+890 12.0m x 3.5 m12.0m x 4.0

m

7 1333+265 12.0m x 3.5 m12.0m x 4.0

m

8 1353+150 12.0m x 3.5 m12.0m x 4.0

m9 1355+709 7.5m x 3.5 m 7.5m x 4.0 m

From 3.5m PUP to 5.0m VUP10 1288+120 7.5m x 3.5m 12m x 5.0 m11 1365+300 7.5m x 3.5 m 12m x 5.0 m

From VUP 12x5m to VUP 20x5m

12 5+772 12.0m x 5.0 m20.0m x

5.0mDe-scope – ROB

1 1342+300

NHAI Letter to IE vide 20877 dated12.07.2014.

IE Letter to IE vide 3239 dated 16.09.2015Construction of ROB at Km 1341+950 (RHS)(Railwaychainage 202/16A-20 and Krn, 17A-21)between Alluru Road and Bitragunta Stations -

Additional Structures

Sl. No. Village Location Size Remarks

1 Marturu 1188+100 4m x 3m

-In Principle'- Approval-Refer NHAI Letter21940, Dt 11.06.2015

2 Marturu 1188+480 4m x 3m

3 Ongole Bypass 1+386 7.5m x 3m

4 Ongole Bypass 8+218 7.5m x 3m

5 Surareddypallem 1257+600 12m x 5m

6 K.Rajupalem 1287+770 12m x 5m

7 Alliguntapallem 1317+660 7.5m x 4.5m

8 Kavali Bypass 1323+600 4.0m x 2.5m


19

1 Bodduvaripalem 1219+510 4m x 3m

In Principle'- Approval-Refer NHAI Letter23108, Dt 31.03.2016

2 Seetharamapuram 1233+580 4m x 3m

3 Throvagunta 1240+035 2m x2.5m

4 Gowravaram 1328+628 2m x2.5m

5 Gowravaram 1329+095 2m x2.5m

6 Ananthavaram 1343+680 4m x2.5m

7Additional length 9.529 Km of Service Road intotal Project Stetch

2. Culverts

Si.No. Type of Culvert Chainage Remarks1 HPC 1217+7882 HPC 1295+6783 HPC 1311+5394 HPC 1318+9445 HPC 1321+4336 HPC 1340+8747 HPC 1356+2968 BC 1241+4489 BC 1270+01010 BC 1302+770

3. Service Roads:

S.No DescriptionLength(KM) Remarks

1 Total length of SR given as per CA both sides 84.66

In anticipation of COSApprovals, work is

under progress

2Total length of Service Roads for GradeSeparators (both sides)

90.138

3Total length of Service Roads for HabitationAreas (both sides)

11.316

4Grand Total of Service Roads for GradeSeparators and Habitations (both sides)

101.454

5 Additional length of Service Road over &above CA

16.794

4. Grade Separators Approaches:

S.No Description Length(KM)

Remarks

1Total length of approach for gradeseparators given as per CA (linear)

22.87

2Total length of approach for GradeSeparators as constructed

43.28

3Addtioanl leangth executed over aboveCA Provisions

20.41


20

Chage of Scope Claim status :Status as on

30.4.2016

Sl.No. Description

COS Submitted (₹ Cr.) Approved by Authority (₹Cr.)

Amount Certified by IE andPayment Released by

Authority (₹ Cr.) Remarks

EPC - 1 EPC - 2 Total EPC - 1 EPC - 2 Total EPC - 1 EPC - 2 Total

1 Increase in Height/Size of 13Underpass.

₹ 7.00 ₹ 15.90 ₹ 22.90 ₹ 7.00 ₹ 15.90 ₹ 22.90 ₹ 1.40 ₹ 4.95 ₹ 6.35

2 Additional 8 Underpass ₹ 17.63 ₹ 17.50 ₹ 35.13 ₹ 17.63 ₹ 17.50 ₹ 35.13 ₹ 3.53 ₹ 3.50 ₹ 7.03

3Additional 6 Underpass &Service road of 9.529 Km

₹ 13.78 ₹ 2.74 ₹ 16.53

4 Additional Culverts ₹ 0.62 ₹ 0.32 ₹ 0.93 ₹ 0.00 ₹ 0.00

5Approaches to the GradeSeperator

₹ 113.90 ₹ 169.66 ₹ 283.56 ₹ 0.00 ₹ 0.00

6 Additional Service Roads ₹ 9.76 ₹ 47.64 ₹ 57.40 ₹ 0.00 ₹ 0.00

7Result of increase in costs inconcessonaire as per Cl.41.1of CA-Change in Law

₹ 17.51 ₹ 3.63 ₹ 21.14 ₹ 0.00 ₹ 0.00

Total Amount ₹ 180.20 ₹ 257.39 ₹ 437.59 ₹ 24.63 ₹ 33.40 ₹ 58.03 ₹ 4.93 ₹ 8.45 ₹ 13.38

Percentage 13.26% 3.05%


21

9. Organisation Chart – Simhapuri Expressway Limited


21



21



22

10. Organisation Chart – Simhapuri Expressway Limited (PMT)

Senior QuantitySurveyor

Mr. K. Satya rao

Planning EngineerMr. K. Gandhi

Resident Engineer EPC-1Mr. Nama Subba Rao

Highway Engineer EPC-1Mr. Balasubrahmanyam

Surveyor EPC-1Mr. Sreenivas


22


Project Director (SEL)Mr. W. Prakasarao

Resident Engineer EPC-1Mr. Nama Subba Rao

Highway Engineer EPC-1Mr. Balasubrahmanyam

Bridge Engineer EPC-1Mr. T. Ramakrishna

Surveyor EPC-1Mr. Sreenivas

Senior Bridge EngineerMr. Srinivas

Residen Engineer EPC-2Mr. Vijay Bhaskar

Bridge Engineer EPC-2Mr. Rama Chandra

Bridge Engineer EPC-2Mr. Koshore

Surveyor EPC-2Mr. Durga Prasad


22


Residen Engineer EPC-2Mr. Vijay Bhaskar

Highway Engineer EPC-2Mr. Gowrisankar Rao


23

11. Organisation Chart – BSCPL Infrastructure Limited


24

12. Organisation Chart – KMC Constructions Limited

Project ManagerMr.Gangadhar Reddy

Project Manager Sec - AMr.DasaradaRamaiah

Project Manager Sec - BMr.Prabhakar Reddy

Dy. Project ManagerHighways

Dy. Project ManagerStructures

Dy. Project ManagerHighways

Dy. Project ManagerStructures


25

Section – B

Pre Construction


26

13. Status of Land Acquisition

Status of Cheque Distribution:

SL.NO

CHAINAGEDISTRICT

COVERING

TOTALLENGTH(in Km)

TOTALAREA

(inHECT.)

AVAILABLELENGTH(in Km)

AVAILABLEAREA

(in HECT.)

BALANCELENGTH(in Km)

BALANCEAREA

(in HECT.)REMARKS

FROM TO

1 1182.8 1183.88 GUNTUR 1.079 0.562 1.079 0.562 0.000 0.000

2 1183.88 1241.45 PRAKASHAM 57.569 56.734 50.936 49.785 6.633 6.949

3 0 10.125 ONGOLE BYPASS 10.125 79.74 9.897 78.707 0.228 1.033

4 1251.7 1307.89 PRAKASHAM 56.189 60.404 49.405 54.473 6.784 5.931

5 1307.89 1366.55 NELLORE 58.658 73.268 54.584 67.613 4.074 5.655

Missing Chainages + Bus Bay and Toll Plaza 2.28

TOTAL 183.62 272.988 165.900 251.400 17.720 19.568

Name ofthe

District

No. ofvillages

3A Notification 3D Notification 3G Publication Awards Compensation

PublishedTo be

publishedTotal Published

To bepublished

Total PublishedTo be

publishedTotal Passed

To bepassed

Total PaidTobe

paidTotal

Guntur 2 2 0 2 2 0 2 2 0 2 2 0 2 2 0 2

Prakasam 43 43 0 43 43 0 43 43 0 43 43 0 43 43 0 43

Nellore 16 16 0 16 16 0 16 16 0 16 16 0 16 16 0 16

Total 61 61 0 61 61 0 61 61 0 61 61 0 61 61 0 61


27

LAND ACQUISITION STATUS (As on Apr 2016)

District Mandal Name of Village From To Length

Details of Land

TotalChequeHanded

over (Sqm.)% Age

TotalLength LACompleted

(Km.)

RemarksGovt.(In

sq.mts.)

Private(In

sq.mts.)Guntur Tatipudi 1182+802 1183+424 0.622 4,612 4,612 4,612.00 100% 0.622

Murikipudi 1183+424 1183+881 0.457 1,007 1,007 1,007.00 100% 0.457

Prakasam

MARTUR

Rajupalem 1183+881 1186+381 2.500 547 10,970 11,517 10,249.74 89% 2.225Martur 1186+381 1191+481 5.100 1,429 16,125 17,554 16,784.90 96% 4.876Isuka darsi 1191+481 1194+381 2.900 3,866 16,370 20,236 18,010.4 89% 2.581Konanki 1194+381 1197+781 3.400 2,409 20,928 23,337 22,403.25 96% 3.264Lakkavaram 1197+781 1198+381 0.600 0 3,157 3,157 3,146.45 100% 0.598Bollapalli 1198+381 1199+281 0.900 4,190 9,877 14,067 11,598.1 82% 0.742

J. PANGULUR

Kondamanjuluru 1199+281 1202+581 3.300 3,967 25,767 29,734 24,679.59 83% 2.739Baitamanjuluru 1202+581 1204+181 1.600 2,771 12,612 15,382 13,075.0 85% 1.360Muppavaram - right 1204+181 1208+281 2.050 7,474 15,236 22,711 20,597.26 91% 1.859Kondamur - left 1204+181 1208+281 2.050 11,243 8,228 19,471 16,550.25 85% 1.743Renangivaram 1208+281 1210+381 2.100 4,271 25,816 30,087 26,175.48 87% 1.827Alavalapadu 1210+381 1211+081 0.700 830 10,241 11,071 10,664.45 96% 0.674

KORISAPADU Pichikala gudipadu 1211+081 1214+081 3.000 8,784 24,560 33,344 29,450.39 88% 2.650

ADDANKI Addanki 1214+081 1214+874 0.793 850 1,862 2,712 2,376.66 88% 0.695

KORISAPADU Korisapadu 1214+874 1215+381 0.507 668 7,289 7,957 7,079.95 89% 0.451Bodduvaripalem 1215+381 1224+090 8.709 13,419 38,911 52,331 44,480.94 85% 7.403

MADDIPADU Gundlapalli 1224+090 1228+890 4.800 1,112 65,175 66,287 59,658.2 90% 4.320Maddipadu 1228+890 1232+290 3.400 3,762 25,273 29,036 26,229.00 90% 3.071Seetharamapuram 1232+290 1234+190 1.900 283 22,709 22,993 20,693.38 90% 1.710Doddavarappadu 1234+190 1236+090 1.900 2,348 30,856 33,204 25,626.16 77% 1.466Edugundlapadu 1236+090 1239+590 3.500 3,643 61,825 65,468 57,989.06 89% 3.100

ONGOLE Throvagunta town 1239+590 1241+450 1.860 35,681 35,681 30,328.76 85% 1.581Throvagunta bypass 000+000 000+540 0.540 527 24,352 24,879 23,637.54 95% 0.513Muktinuthalapadu 000+540 2+260 1.720 7,995 2,36,314 2,44,309 2,40,000.00 98% 1.690Koppole 2+260 6+005 3.745 24,483 1,87,671 2,12,155 2,10,034.74 99% 3.708Annavarappadu 6+005 7+330 1.325 971 1,36,781 1,37,752 1,32,836.36 96% 1.278Pelluru bypass 7+330 10+125 2.795 1,86,311 1,86,311 1,80,563.70 97% 2.709Pelluru 1251+700 1254+890 3.190 16,496 16,363 32,859 28,587.34 87% 2.775

TANGUTUR Valluru 1254+890 1260+028 5.138 6,193 36,189 42,383 38,664.62 91% 4.687


28


Details of Land

TotalChequeHanded

over (Sqm.)% Age


(Km.)

RemarksGovt.(In

sq.mts.)

Private(In

sq.mts.)

Prakasam

Thurpunaidupalem 1260+028 1261+090 1.062 891 2,105 2,996 2,610.77 87% 0.926Valluru kavalimanyam

1261+090 1261+990 0.900 283 2,894 3,1782,618.45 82% 0.742

Tangutur 1261+990 1268+025 6.035 10,747 35,157 45,905 38,917.54 85% 5.116JARUGUMALLI

Vaviletipadu 1268+025 1268+625 0.600 1,255 6,371 7,626 6,946.25 91% 0.547Bitragunta 1268+625 1272+694 4.069 4,084 37,299 41,382 35,638.3 86% 3.504

SINGARAYAKONDA

Kalikivaya 1272+694 1273+055 0.361 1,882 4,372 6,254 5,220.45 83% 0.301Mulaguntapadu 1273+055 1277+107 4.052 6,942 23,920 30,863 26,233.24 85% 3.444Kanumalla 1277+107 1278+500 1.393 973 14,086 15,059 12,540.45 83% 1.160Somarajupalli 1278+500 1280+707 2.207 2,732 445 3,178 3,082.35 97% 2.141Singarayakonda 1280+707 1283+660 2.953 15,784 21,853 37,637 31,706.22 84% 2.488

ULAVAPADU Karedu 1283+660 1286+534 2.874 1,305 89,816 91,120 80,559.94 88% 2.541Kollurupadurajupalem

1286+534 1292+598 6.064 35,299 47,690 82,98874,619.58 90% 5.452

Chagollu 1292+598 1296+034 3.436 6,072 29,951 36,023 32,305.18 90% 3.081Veerepalli 1296+034 1297+499 1.465 4,169 14,775 18,945 18,376.30 97% 1.421

GUDLUR Mocherla 1297+499 1303+571 6.072 53,828 35,796 89,625 77,297.42 86% 5.237

Chevuru 1303+571 1307+889 4.318 27,766 4,621 32,387 28,808.8 89% 3.841

Nellore

Kavali

Rudrakota 1307+889 1311+234 3.345 35,713 6,814 42,527 39,188.63 92% 3.082Maddurupadu 1311+234 1313+734 2.500 4,160 32,073 36,233 33,965.52 94% 2.344Kavali bit-i 1313+734 1320+450 3.358 10,879 11,808 22,687 21,600.47 95% 3.197Kavali bit-ii 1313+734 1320+450 3.358 2,495 23,649 26,144 24,287.74 93% 3.120Musunuru 1320+450 1327+042 6.592 7,040 6,696 13,736 13,159.14 96% 6.315Gowravaram 1327+042 1332+242 5.200 20,295 35,787 56,082 52,717.08 94% 4.888

Bogole

Allimadugu 1332+242 1334+442 2.200 11,057 18,595 29,652 27,886.20 94% 2.069Kovurupalli 1334+442 1336+384 1.942 23,561 10,200 33,761 31,198.54 92% 1.795Bogole 1336+384 1338+142 1.758 14,968 6,612 21,580 19,346.08 90% 1.576

Dagadarthi

Ulavapalla 1338+142 1341+542 3.400 30,266 11,258 41,524 37,694.80 91% 3.086Ananthavaram 1341+542 1344+342 2.800 14,656 15,777 30,433 27,664.01 91% 2.545K. Kavaragunta 1344+342 1348+520 4.178 59,573 51,918 1,11,491 1,00,517.02 90% 3.767


29


Details of Land

TotalChequeHanded

over (Sqm.)% Age


(Km.)

RemarksGovt.(In

sq.mts.)

Private(In

sq.mts.)

Nellore

Kodavalur

Talamanchi 1348+520 1353+642 5.122 35,393 85,615 1,21,008 1,12,211.66 93% 4.750Bodduvaripalem 1353+642 1358+964 5.322 24,020 40,305 64,325 58,916.20 92% 4.874Gandavaram 1358+964 1360+942 1.978 5,244 20,939 26,183 24,156.60 92% 1.825Rajupalem 1360+942 1362+542 1.600 491 9,451 9,942 9,088.90 91% 1.463

Kovur Kovur 1362+542 1366+547 4.005 43,804 43,804 42,528.26 97% 3.888Missing Chainages + Land requested for Bus Bay andToll Plaza

0.000

2511398.82Sqm. 165.900

GRAND TOTAL 183.620 6,08,355 21,21,525 27,29,880 251.14 Ha


30

14. Status of Hindrances Chainage & Village

Section 1A & 1B MCW

Sl.NoChainage

Length Village Side Type ofObstruction Remarks

From To

1 1230+750 1232+000 100 Maddipadu LHSStructures and

landCompensation to be paid for One structures & sametobe demolished.

2 1230+800 1232+000 100 Maddipadu RHSStructures and

landJunction area structures tobe demolished.

3 1239.83 1240.1 270 Throvagunta LHS Ambedkar StatueAmbedkar statue tobe removed for making of flyoverLHS Approaches & 132KVA line to be shifted.

4 0+000 0+250 250 Throvagunta RHS Land Compensation tobe paid for land.

Section 2A & 2B MCW

Sl.No Chainage Length Village Side Type ofObstruction Obstruction for MCW

1 1317+520 1317+900 KavaliBHS -MCW

Electrical poles tobe shift

Electrical poles estimations required

2 1323+400 1323+900 250 Kavali-BypassBHS -MCW

Local Problem Pepole requesting under pass for Barriel grounds

3 1343+320 1344+170 850 AnanthavaramBHS -MCW

Local Problem

People are not allowing to work requesting forUnderpass . Please refer our letter dated 12thil 2014SEL/SPV/CN/NH-16/NHAI/Cont/2014/01/396 & 23rdil 2014 SEL/SPV/CN/NH-16/NHAI/Cont/2014/01/436

4 1353+900 1354+160 260 Chandrasekharapuram

LHS-SR Oil Mill Refused to take the compensation, this issue in court

5 1356+600 1356+650 50 Bodduvari palem LHS-SRElectrical

Transformer to beshift

Electrical department is insisting for service tax to bepaid by NHAI due to this LC is not provided forshifting of Electrical Transformer.


31

15. Shifting of Utilities

Hindered due to RWS Works

S. NO

Chainage

Side Length RemarksFrom To

1 1252.3 1253 LHS 0.7 Obstruction for SR

2 1252.3 1253 RHS 0.7 Obstruction for SR

3 1256.67 1257.56 LHS 0.89 Obstruction for SR

4 1269.4 1273.43 LHS 1.41 Shifted up to 1272+020

5 1288.14 1288.59 LHS 0.45 Lane Crossing

6 1312.1 1312.4 RHS 0.3 MCW

7 1334.5 1335.1 RHS 0.6 MCW & SR

8 1334.99 1335.1 LHS 0.11 Lane Crossing

9 1335.6 1335.8 RHS 0.2 Lane Crossing

10 1335.8 1336.46 LHS 0.66 MCW & SR

11 1342.25 1342.4 RHS 0.15 MCW

12 1342.4 1342.53 LHS 0.13 MCW

13 1344.1 1344.4 RHS 0.3 MCW

14 1345.7 1345.86 RHS 0.16 Obstruction for SR

15 1365 1365.23 LHS 0.22 MCW & SR

16 1365.23 1365.5 RHS 0.28 Obstruction for SR

Total (Km) 7.26

Note: RWS Works held up for the want of revised estimates submitted to the Authority vide our letter 474dated 28th April 2014.


32

Hindered due to Shifting of Electrical Works

S.NoChainage Length

Side Obstruction detail RemarksFrom To Shifting

linesCrossing

lines

2 1203+200 60 BHS Electrical Crossing

4 1208+400 60 BHS Electrical Crossing

7 1233+900 30 RHS Transformer to shift

8 1241+300 1241+450 150 RHS Shifting of Line

9 0+000 0+400 400 BHS Shifting of Line


Sub total Section-1A 1075 150


Sub total Section-1B 2800 0


20 1278+360 30 RHS Shifting of Line

Sub total Section-2A 230 0

21 1328+600 1329+900 30 RHS Electrical Crossing

22 1332+700 1333+400 700 LHS Shifting of Line in progress

23 1342+200 1342+500 300 RHS Shifting of Line in progress

25 1353+900 1354+500 100 Shifting of Line

26 1356+900 30 LHS Shifting of Transformer

27 1357+540 1358+680 200 RHS Shifting of Line in progress

Sub total Section-2B 1330 30

Hindered Length (Mtrs) 5435 180

Total Hindered Length (Km) 5615


33

16. Removal of Trees

Abstract for Balance trees to be retained beyond the toe

S.NoChainages

Unit Side No. ofTrees Remarks

From To

1 1182.802 1218 No's LHS 742

2 1182.802 1218 No's RHS 811

3 1218 1260 No's LHS 921

4 1218 1260 No's RHS 873

5 1260 1266 No's LHS 196

6 1260 1266 No's RHS 316

7 1266 1296 No's LHS 1374

8 1266 1296 No's RHS 942

9 1296 1334 No's LHS 777

10 1296 1334 No's RHS 1315

11 1334 1366.547 No's LHS 617

12 1334 1366.547 No's RHS 585

Total Balance trees 9469

Avenue Plantation Details

LocationChainages

Unit Side Total Cut as ondate

Avenueplantation

Remarks

From To

Package -1 1183 1266 No's BHS 36433 32574 7200

Package -2 1266 1366 No's BHS 96765 91155 7011

Total 133198 123729 14211

Note: Balance trees to be retained beyond the toe.


34

17. Status of Applicable Permits

The Concessionaire shall obtain, as required under the Applicable Laws, the following ApplicablePermits on or before the Appointed Date, save and except to the extent of a waiver granted by theAuthority in accordance with Clause 4.1.3 of the Agreement.

18. Site Camps & Laboratories

Sl. No. Location Chainage Status of Camp

1 Medarmetla KM 1219 Completed

2 Singarayakonda KM 1269 Completed

3 Sunnambatti KM 1345 Completed

Permits as per Schedule – E Status RenewalDate

Permission of the State Government for extraction of boulder from quarry Done 15.05.2026

Permission of Village Panchayat and Pollution Control Board for installationof crushers.

Done 31.10.2016

License for use of explosives Done 31.12.2016

Permission of the State government for drawing water from river/ reservoir;No usage of

River/Reservoirwater

License from Inspector of factories or other competent authority for settingup Batching Plant;

Done 31.10.2016

Clearance of Pollution Control Board for setting up Batching Plant; Done 31.10.2016

Clearance of Village Panchayat and Pollution Control Board for AsphaltPlant;

Done 31.10.2016

Permission of Village Panchayat and State Government for borrow earth; Done NA

Permission of State Government for cutting of trees; and Done NA

Any other permits or clearances required under Applicable Laws. Done


35

19. Mobilisation of Man Power

EPC’s:Sl. No. Contractors Manpower In Position Remarks

1 Contractors Representatives 2

2 Project Managers 3

3 Project In-charge 3

4 Dy. Project Manager 8

5 Sr. Material Engineer 2

6 Material Engineer 2

7 Q.C Lab Engineers 5

8 Quantity Surveyor 2

9 Planning Engineers 1

10 Sr. Engineer – Highways 10

11 Sr. Engineer – Structures 612 Jr. Engineer 2013 Trainee Engineer 2914 Sr. Survey Engineer 3

15 Survey Engineer 4

16 Technical Assistants 5

17 Q.C Technicians 14

18 Q.C Assistants 11

19 Electrical Engineer 2

20 Plant Manager/ Engineer 4

21 Mechanical Engineer 8

22 Supervisors 87

PMT:S.No PMT Manpower In Position Remarks

1 Resident Engineer 2

2 Sr.Bridge Engineer 1

3 Sr.Quantity Surveyor 1

4 Highway Engineer 2

5 Bridge Engineer 2

6 Planning Engineer 1

7 Quantity Surveyor 1

8 Surveyor 2


36

20. Mobilisation of Equipments

Si.No Plant/ Equipment/ Machinery Deployed Available at Site Remarks

1 Air compressors 7

2 Barbending machine 9

3 Batching plants 6

4 Bituminous Sprayers 2

5 Boom Pump 2

6 BT cutting machine 1

7 Crane 10

8 Dewater Pump 18

9 Dozers 8

10 Drilling Machine 3

11 Dumper 50 Tones(BEML) 5

12 Electrical Vibrator 10

13 Emulsion plant 1

14 Excavators 33

15 Generators 35

16 GSB Plant 1

17 H.S.D Tanker 3

18 Hot mix plant 2

19 Hydra 15

20 Hydraulic Broom 3

21 JCB 10

22 Kerb Paver 3

23 Light Vehicle 42

24 Loaders 13

25 Milling Machine 2

26 Motor Grader 18

27 Pavers 10


37

Si.No Plant/ Equipment/ Machinery Deployed Available at Site Remarks

28 Plate compactor 8

29 PTR 5

30 Sand Washing Unit (100TPH) 1

31 Stone crusher 2

32 Tandem Rollers 7

33 Tippers/Dumpers 140

34 Tractors 9

35 Trailers 9

36 Transit mixtures 21

37 Vibratory Rollers 24

38 Water Tankers 23

39 Weigh Bridge 100 Tons Capacity 3

40 Welding Machine 20

41 Wheel Loaders 9

42 WMM Plant 3


38

21.Review of Design & Working Drawings

Summary of Drawings for Highway

S.No

Descrption TypicalP&P

MCWP&PSR

P&PDrainage

StripPlans

JunctionsHighwayfacility

TraficManagement

Electrical Total%

1 Total No of Drawings 99 396 347 376 187 90 37 9 23

2Actual No of Drawings to besubmitted

92 389 347 376 187 77 32 9 23 1532

3Total No of drawings submitted toIC for approval

65 378 347 376 176 77 26 9 23 1477 96%

4 Drgs are yet to be submitted to IC 27 2 0 0 11 0 6 9 0 55 4%

5 Approved 60 376 347 376 176 77 16 0 23 1451 95%

6 GFC Issued 55 376 347 349 176 67 4 0 23 1397 91%

7 Approved with Coments 0 0 0 0 0 0 0 0 0 0 0%

8 Omitted Drawings 7 7 0 0 0 13 5 0 0 32 2%

9 Drgs pending clearance from IC 8 2 0 13 13 0 10 0 0 46 3%


39

Summary of Drawings for Structures

S.No Descrption HPC BC MNBR MJBR F/O ROB VUP PUP General Total % Remarks

1 Total No of Drawings 54 65 111 148 42 112 83 73 14 702 100.00%

2 Actual No of Drawings to be submitted 51 62 101 132 39 110 77 69 12 653 100.00%

3 Total No of drawings submitted to IC for approval 46 47 99 132 39 58 77 69 12 579 88.67%

4 Drgs are yet to be submitted to IC 5 24 2 0 0 0 0 0 0 31 11.58%

5 Approved 46 46 98 132 39 49 65 66 12 553 84.69%

6 GFC Issued 38 34 91 124 27 52 58 52 12 488 74.73%

7 Approved with Coments 0 0 0 0 0 0 0 0 0 0 0.00%

8 Omitted Drawings 3 3 10 16 3 2 6 4 2 49 8.46%

9 Drgs pending clearance from IC 0 1 1 0 0 9 12 0 0 23 3.52%


40

List of Drawings for Approval from IE in the Month of Apr -16List of Drawings for Approval from IE

Sl.No Ltr. NoDate of

Submission to IEDescription

ThroughSEL

Comments/Approval received fromIE

Remarks

313 2082 01.03.2016 Submission of RCC Retaining Wall Drawings for VUP SEL PENDING

314 2083 01.03.2016Submission of working drawing for the PCC Toe RetainingWall from Km 1257+635

SEL PENDING

315 2084 01.03.2016Submission of working drawing for the PCC Toe RetainingWall at Km 1287+777,1288+108 (RHS)

SEL PENDING

316 2095 03.03.2016 Drainage plan and profile submission from Km 1332- 1334 SELApproved

ICT 3439 dt 17.03.2016

317 2097 04.03.2016Submission of working drawing of Pipe Culvert at Km1287+934

SEL PENDING

318 2098 04.03.2016Precast Deck segment drawings for ROB viaduct portion inOngole Bypass section lA

SEL PENDING

319 2099 04.03.2016 Submission of working drawing for the VUP at Km 1257+625 SELCommented

ICT 3453 dt 30.03.2016

320 3000 05.03.2016 Submission of Sign board drawings SELCommented

ICT 3435 dt 14.03.2016321 2102 11.03.2016 Submission of Design and Drawings for Flyover at Ch 9+697 SEL PENDING

322 2110 15.03.2016Submission of drawings for splayed wing wall for VUP at Ch1287+777 & PUP at Ch 1288+108

SEL PENDING

323 2113 16.03.2016Submission of working drawings for Reinforced Soil Retainingwall for Toe wall from Ch 1287+736 to Ch 1288+146

SEL PENDING

324 2121 19.03.2016 Submission of drawing for Major Bridge at Ch 1327+850 SEL PENDING

325 2122 22.03.2016Submission of working drawing of Median Drain at km1365.300 VUP

SEL PENDING

326 2123 22.03.2016Submission of working drawing of Pipe Culverts at Ch1317.432 & 1317.696

SEL PENDING

327 2129 26.03.2016 Review of Submission of Toll Plaza drawings SEL PENDING

328 2132 28.03.2016Submission of working drawings for the Granted Drain fromKm 1255+720 to Km 1257+000 (RHS)

SEL PENDING

329 2134 28.03.2016Submission of working drawing for the Separator Box drain atKm 1301+290 to 1301+831 (LHS) & 1301+260 to 1301+860(RHS

SEL PENDING

330 2136 28.03.2016Drainage plan and profile submission from Km 1332 to Km1334

SEL PENDING


41

Section – C

Progress of Work


42

22. Status of Milestone

Sl.No.

State of Milestone

Time/Date of Milestonefrom Appointed Date Mile

Stone tobe

Achieved

Remarks

Time indays

Date

1 Project Milestone-I 365 Days 20-11-2012 35%Achieved

2 Project Milestone-II

730 DaysOriginal

Date20-11-2013

70%

1015 DaysRevised Date

01-09-2014Achieved

3Project Milestone-III

912 DaysOriginal

Date21-05-2014

100%

1532 Days*Revised Date

30-06-2016

Note: *Revised Date determinedas per NHAI/ RO-HYD/11017/1/C-N/13/EOMS/ vide letter – 2199,dated 07th Aug -2015.


43

23. Progress

Client: National Highways Authority of India Concessionaire: Simhapuri Expressway Ltd.PHYSICAL PROGRESS TABLE (Section - 1 & 2) - Apr-2016

S.No Description Unit

BOQWeightage

FactorQty UptoApr 2016

PhysicalProgress

(%)

WeightedProgress

(%) Remarks

Qty Rate Amount

a b c d e f g h i(e x 100)/

(2125)(g / d) x

100(f x h) /

100

1 Preliminaries(EPC1 - BSCPL)

(i)Setting of Camp

SiteLS 1.000 1921.30 1921.300 0.90 1.000 100.00 0.90

(ii)

Facilitating, andcoordinating of

land Accquision,Utility shifting &

Tree cutting

LS 1.000 1921.30 1921.300 0.90 1.000 100.00 0.90

(iii)

Setting up ofCrusher, Plants,

and mobilization ofequipment for work

LS 1.000 5763.80 5763.800 2.71 1.000 100.00 2.71

2 Road Works

(A)Widening of Existing 4 lane to 6

lane Carriageway

(i)Clearing &Grubbing

Km 129.964 1.10 142.960 0.07 122.419 94.19 0.06

(ii) Earthwork Km 129.964 13.10 1702.528 0.80 117.576 90.47 0.72(iii) Sub grade Km 129.964 9.10 1182.672 0.56 116.986 90.01 0.50(iv) GSB Km 129.964 14.50 1884.478 0.89 116.249 89.45 0.79(v) WMM Km 129.964 7.60 987.726 0.46 115.869 89.15 0.41

(vi)Bituminous Works

other than BCKm 129.964 37.90 4925.636 2.32 115.854 89.14 2.07

(vii) BC Km 129.964 15.70 2040.435 0.96 103.450 79.60 0.76

(viii)Drainage &

Protective worksKm 129.964 42.00 5458.488 2.57 52.849 40.66 1.04

(B) 6 laning of Ongole Bypass


Km 20.500 3.10 63.550 0.03 14.110 68.83 0.02



other than BCKm 20.500 135.20 2771.600 1.30 3.060 14.93 0.19

(vii) BC Km 20.500 56.00 1148.000 0.54 0.000 0.00 0.00

(viii)Drainage &


(C) 6 laning of Bridge Approaches


Km 15.932 1.40 22.305 0.01 26.312 165.15 0.02

(ii) Sub grade Km 15.932 21.00 334.572 0.16 26.312 165.15 0.26(iii) GSB Km 15.932 44.90 715.347 0.34 26.099 163.81 0.55(iv) WMM Km 15.932 25.30 403.080 0.19 26.114 163.91 0.31

(v)Bituminous Works

other than BCKm 15.932 129.90 2069.567 0.97 24.324 152.67 1.49

(vi) BC Km 15.932 53.80 857.142 0.40 23.217 145.73 0.59

(vii)Drainage &


(D) Service Road(i) Earthwork Km 91.276 8.00 730.208 0.34 93.666 102.62 0.35(ii) Sub grade Km 91.276 5.60 511.146 0.24 93.666 102.62 0.25(iii) GSB Km 91.276 7.60 693.698 0.33 91.368 100.10 0.33(iv) WMM Km 91.276 9.70 885.377 0.42 88.276 96.71 0.40

(v)Bituminous Works

other than BCKm 91.276 17.90 1633.840 0.77 88.398 96.85 0.74

(vi) BC Km 91.276 13.10 1195.716 0.56 42.528 46.59 0.26(E) Cart Track


44


BOQ WeightageFactor

Qty UptoApr 2016

PhysicalProgress

(%)

WeightedProgress

(%) Remarks

Qty Rate Amount


(2125)(g / d) x

100(f x h) /

100(i) Earthwork Km 13.520 4.50 60.840 0.03 7.750 57.32 0.02(ii) Sub grade Km 13.520 3.10 41.912 0.02 2.450 18.12 0.00(iii) WMM Km 13.520 6.40 86.528 0.04 0.00 0.00

3 STRUCTURES

A Pipe / slab / BoxCulverts

(i) Foundation Nos 89.000 6.91 614.990 0.29 79.500 89.33 0.26(ii) Sub Structure Nos 89.000 5.75 511.750 0.24 77.000 86.52 0.21(iii) Super Structure Nos 89.000 9.94 884.226 0.42 69.350 77.92 0.3242

(Iv)Repairs &

RehabilitationNos 73.000 0.42 37.814 0.02

B Underpass(i) Foundation Cum 5894.000 0.15 881.337 0.41 5957.819 101.08 0.42(ii) Sub Structure Cum 3930.000 0.24 940.253 0.44 3258.845 82.92 0.37(iii) Super Structure Cum 5633.000 0.29 1628.465 0.77 4825.241 85.66 0.66

Repairs &Rehabilitation

Nos 1.000 10.82 10.815 0.01 0.00 0.00

C Minor Bridges(i) Foundation Cum 3942.000 0.13 510.489 0.24 6195.012 157.15 0.38(ii) Sub Structure Cum 4492.000 0.16 715.956 0.34 2867.669 63.84 0.22(iii) Super Structure Cum 3384.000 0.24 809.036 0.38 3684.042 108.87 0.41


Nos 11.000 0.71 7.859 0.00 8.072 73.38 0.003

D Major Bridges(i) Foundation Cum 20206.000 0.11 2194.877 1.03 8836.760 43.73 0.45(ii) Sub Structure Cum 2390.000 0.16 377.620 0.18 2637.653 110.36 0.20(iii) Super Structure Cum 5726.000 0.20 1130.885 0.53 6412.619 111.99 0.60


Nos 6.000 15.63 46.878 0.02 1.000 16.67 0.00

E Flyover(i) Foundation Cum 7820.000 0.13 1016.600 0.48 4406.602 56.35 0.27(ii) Sub Structure Cum 1576.000 0.29 457.040 0.22 1317.007 83.57 0.18(iii) Super Structure Cum 4832.000 0.31 1497.920 0.70 2469.765 51.11 0.36


Nos 0.000 0.00 0.000 0.00 0.00

F ROBs(i) Foundation Cum 18807.000 0.15 2802.243 1.32 31714.512 168.63 2.22(ii) Sub Structure Cum 6994.000 0.23 1594.632 0.75 11164.104 159.62 1.20(iii) Super Structure Cum 19619.000 0.25 4904.750 2.31 15444.300 78.72 1.82


Nos 0.000 0.00 0.000 0.00 0.00

G Facia Wall

(i)

Design, Supply ofmoulds and casting

of facia panelscomplete

Sqm 80156.000 0.06 4408.580 2.07 117297.450 146.34 3.04

(ii)

Errection of Panelsand RE wall back

fill uptoembankment top

Sqm 80156.000 0.03 2484.836 1.17 108078.121 134.83 1.58

4 PROJECT FACILITIESA Toll Plaza Nos 2.000 706.025 1412.050 0.66 1.400 70.00 0.465B Road Furniture Km 83.198 57.40 4775.565 2.25 30.013 36.07 0.811

1 .Traffic Signs Km 83.198 1.255 104.413 0.0491 3.29 3.95 0.002.Overhead Signs Km 83.198 1.255 104.413 0.0491 0 0.00 0.00

3. PavementMarkings

Km 83.198 8.989 747.854 0.3519 58.315 70.09 0.25

4 LED TrafficBeacons

Km 83.198 1.255 104.413 0.0491 0 0.00 0.00

5. Crash Barrier Km 83.198 11.865 987.144 0.4645 0 0.00 0.006. MS Railing Km 83.198 29.530 2456.837 1.1562 33.305 40.03 0.46

7.Delineator Studs Km 83.198 3.151 262.179 0.1234 22.158 26.63 0.038.Km Stones Km 83.198 0.014 1.182 0.0006 0 0.00 0.009.Hectometer

StonesKm 83.198 0.172 14.327 0.0067 0 0.00 0.00

C Highway lighting1 High Mast Nos 7.000


45


BOQ WeightageFactor

Qty UptoApr 2016

PhysicalProgress

(%)

WeightedProgress

(%) Remarks

Qty Rate Amount


(2125)(g / d) x

100(f x h) /

1002. Street Lighting Meters 31610

D Pedestrain facilities

ELand Scaping and

Tree PlantationKM 83.20

F Rest Area andService Area

Nos 4 599.00 2396.000 1.13 0.000 0.00 0.00

G Bus Shelters Nos 64H Highway Patrol Nos 2I Ambulance Nos 2J Cranes Nos 2

KAdvance Traffic

ManagementSystem (ATMS)

KM 83.198

L Miscellaneous Month 30.000 56.00 1680.000 0.79 30.000 100.00 0.79M Electrical works Nos 1538 0.67 1030.460 0.48 536.000 34.85 0.17N Bus Bays Nos 64 25.38 1624.320 0.76 13.100 20.47 0.16O Major Junctions Nos 25

Minor Junctions Nos 294Rain WaterHarvesting

Nos

5 Escalation

A Escalation Duringthe Construction

Percentage 100.000 62.499 6249.924 2.94 100.00% 100.00% 2.94

6 Maintenance

AMaintenance ofexisting Road &

OverlayKm 83.198 122.431 10186.014 4.79 69.251 83.24 3.99

EPC 21 Preliminaries

(i)Setting of Camp

SiteLS 1.000 1892.200 1892.200 0.89 1.000 100.00 0.890

(ii)

Facilitating, andcoordinating of

land Accquision,Utility shifting &

Tree cutting

LS 1.000 1892.200 1892.200 0.89 1.000 100.00 0.890

(iii)

Setting up ofCrusher, Plants,

and mobilization ofequipment for work

LS 1.000 5676.700 5676.700 2.67 1.000 100.00 2.671

2 Road Works

(A) Widening of Existing 4 lane to 6lane Carriageway


Km 174.246 1.700 296.218 0.14 149.692 85.91 0.120



other than BCKm 174.246 43.400 7562.276 3.56 145.532 83.52 2.972

(vii) BC Km 174.246 17.700 3084.154 1.45 131.398 75.41 1.094

(viii)Drainage &


(B) 6 laning of Bridge Approaches


Km 26.848 2.300 61.750 0.03 45.069 167.87 0.049

(ii) Sub grade Km 26.848 17.700 475.210 0.22 44.279 164.92 0.369(iii) GSB Km 26.848 75.800 2035.078 0.96 44.247 164.81 1.578(iv) WMM Km 26.848 41.400 1111.507 0.52 43.829 163.25 0.854

(v)Bituminous Works

other than BCKm 26.848 148.900 3997.667 1.88 41.429 154.31 2.903

(vi) BC Km 26.848 60.700 1629.674 0.77 39.526 147.22 1.129

(vii)Drainage &


(C) Service Road


46


BOQ WeightageFactor

Qty UptoApr 2016

PhysicalProgress

(%)

WeightedProgress

(%) Remarks

Qty Rate Amount


(2125)(g / d) x

100(f x h) /

100(i) Earthwork Km 78.544 5.100 400.574 0.19 81.697 104.01 0.196(ii) Sub grade Km 78.544 4.600 361.302 0.17 79.175 100.80 0.171(iii) GSB Km 78.544 12.400 973.946 0.46 77.739 98.98 0.454(iv) WMM Km 78.544 14.800 1162.451 0.55 74.205 94.48 0.517

(v)Bituminous Works

other than BCKm 78.544 19.100 1500.190 0.71 73.341 93.38 0.659

(vi) BC Km 78.544 13.800 1083.907 0.51 41.688 53.08 0.2713 STRUCTURESA Pipe / slab / Box Culverts

(i) Foundation Nos 216.000 6.000 1296.000 0.61211.500

97.92 0.597

(ii) Sub Structure Nos 216.000 5.000 1080.000 0.51208.000

96.30 0.489

(iii) Super Structure Nos 216.000 8.900 1922.400 0.90194.275

89.94 0.814


Nos 169.000 0.000 0.00

B Underpass

(i) Foundation Cum 10404.000 0.159 1651.282 0.7811,097.709

106.67 0.829

(ii) Sub Structure Cum 6936.000 0.191 1322.410 0.625,803.164

83.67 0.521

(iii) Super Structure Cum 10323.000 0.349 3606.598 1.709,162.797

88.76 1.506


Nos 1.000 11.772 11.772 0.01 0.00 0.000

C Minor Bridges(i) Foundation Cum 3591.000 0.116 415.399 0.20 4483.576 124.86 0.244(ii) Sub Structure Cum 3477.000 0.168 582.513 0.27 3014.397 86.70 0.238(iii) Super Structure Cum 2442.000 0.272 664.814 0.31 3087.953 126.45 0.396


Nos 14.000 0.331 4.632 0.00 3.000 21.43 0.000

D Major Bridges(i) Foundation Cum 16376.000 0.106 1739.131 0.82 4323.178 26.40 0.216(ii) Sub Structure Cum 1527.000 0.177 270.279 0.13 1481.015 96.99 0.123(iii) Super Structure Cum 3324.000 0.203 673.332 0.32 3881.382 116.77 0.370


Nos 5.000 22.735 45.470 0.02 1.000 20.00 0.004

E ROBs(i) Foundation Cum 767.000 0.226 173.342 0.08 0.000 0.00 0.000(ii) Sub Structure Cum 620.000 0.279 172.980 0.08 0.000 0.00 0.000(iii) Super Structure Cum 734.000 0.472 346.448 0.16 0.000 0.00 0.000


Nos 2.000 0.000 0.00

F Facia Wall

(i)

Design, Supply ofmoulds and casting

of facia panelscomplete

Sqm 108374.000 0.056 6068.944 2.86 188500.000 173.93 4.968

(ii)

Errection of Panelsand RE wall back

fill uptoembankment top

Sqm 108374.000 0.024 2600.976 1.22 174501.954 161.02 1.971

4 PROJECT FACILITIESA Toll Plaza Nos 1.000 755.022 755.022 0.36 0.700 70.00 0.249B Road Furniture Km 100.547 60.542 6087.316 2.86 27.320 27.17 0.778

1 .Traffic Signs Km 100.547 1.324 133.124 0.0626 0.000 0.000 0.0002.Overhead Signs Km 100.547 1.324 133.124 0.0626 0.000 0.000 0.000

3. PavementMarkings

Km 100.547 9.481 953.274 0.4486 100.360 99.814 0.448

4 LED TrafficBeacons

Km 100.547 1.324 133.124 0.0626 0.000 0.000 0.000

5. Crash Barrier Km 100.547 12.520 1258.848 0.5924 0.000 0.000 0.0006. MS

Railing/FencingKm 100.547 31.147 3131.737 1.4738 15.145 15.063 0.222

7.Delineator Studs Km 100.547 3.324 334.218 0.1573 0.000 0.000 0.0008.Km Stones Nos 100.547 0.030 3.016 0.0014 50.27 50.000 0.001


47


BOQ WeightageFactor

Qty UptoApr 2016

PhysicalProgress

(%)

WeightedProgress

(%) Remarks

Qty Rate Amount


(2125)(g / d) x

100(f x h) /

1009.Hectometer

StonesNos 100.547 0.073 7.340 0.0035 0.000 0.000 0.000

C Highway lighting1 High Mast Nos 7.000

2. Street Lighting Meters 31610D Pedestrain facilities

ELand Scaping and

Tree PlantationKM 100.547

F Rest Area andService Area

Nos 2.000 684.510 1369.020 0.64 0.000 0.00 0.00

G Bus Shelters Nos 62H Highway Patrol Nos 1I Ambulance Nos 1J Cranes Nos 1

KAdvance Traffic

ManagementSystem (ATMS)

KM 100.547

L Miscellaneous Month 30.000 54.654 1639.620 0.77 30.000 100.00 0.772M Electrical works Nos 1087 0.530 576.110 0.27 239.000 21.99 0.060N Bus bays Nos 62 30.700 1903.400 0.90 14.500 23.39 0.21O Major Junctions Nos 48P Minor Junctions Nos 242

QRain WaterHarvesting

Nos

5 Escalation

AEscalation Duringthe Construction

Percentage

100.000 62.500 6250.000 2.94 100.00% 100.00 2.94

6 Maintenance

AMaintenance ofexisting Road &

OverlayKm 100.547 115.76

11639.000

5.48 85.462 85.00 4.655

Cumulative Physical Progress 212500 100 87.77%Total EPC Cost (Lakhs) 0 a 1,86,501

NON EPC COSTS.No

s DescriptionUnit

s Percentage RateAmount as perFinancial Plan Amount Remarks

1 Design & Engineering Expenses Ls 1.000 4340.000 4,340 4,664.37

2 Pre Operative Expenses Ls 1.000 800.000 800601.00

3 Financial Fees and Expenses Ls 1.000 2538.000 2,538 2,553.32

4 Interest during Construction Ls 1.00022742.00

022,742 61,257.83

5 Other Non EPC Cost Ls 1.000 7580.000 7,580 6,937.31

6Tolling System Equipments andHTMS

Ls 1.000 4500.000 4,500 1,124.44

TOTAL NON EPC COST 42,500 77138 b 77138.28TOTAL COST 2,55,000 a+b 261860.43

Note: As and when the EPC Contractor claims the Escalation and Maintenance cost for the Extended Period,the same will be incorporated in the MPR.


48

Progress of Miscelleneous Works

30-04-2016

S.No Description of Item Unit

Total Scope

RemarksTotalScope

Completed Balance% of

Completion

1 Earthen Shoulder Km 238.72 173.58 65.15 73%

2 Side Slops Km 238.72 125.30 113.42 52%

4 Median Fill Km 171.92 133.81 38.10 78%

5 Median Plantation Km 171.92 136.19 35.73 79%

6 Avenue Plantation Km 216.43 39.15 177.28 18%

7 Fencing Km 222.73 96.52 126.21 43%

8 Road Marking Km 346.99 250.48 96.51 72%

9 Road Studs Km 346.99 192.01 154.98 55%

10 KM Stones Km 767.39 588.40 178.99 77%

11 Sign Boards Nos 4,077.00 264.00 3813 6%

13 Electical Poles Erection Nos 2,170.00 826.00 1344 38%

14 Earthen Drain km 197.62 86.41 111.21 44%

15 Utility Duct Km 99.65 50.98 48.67 51%

16 RCC Drain/ Median Drain Km 73.12 59.22 13.90 81%

17 Kerb Km 343.90 298.80 45.10 87%

18 Stone Pitching Km 15.85 3.75 12.10 24%

19 Metal beam Crash Barrier Km 16.55 - 16.55 0%

20 MS Railing Km 19.53 4.10 15.43 21%

21 Bus bays Nos 121.00 42.00 79 35%

22 Bus shelters Nos 121.00 4.00 117 3%

23 Water Harvesting Nos 194.00 14.00 180 7%

24 Repair & Rehabilitation Nos 55.00 4.00 51 7%


49

24. S-CURVE (Physical Progress)

Note:


25. Reasons for Shortfall in the Progress

Delay in Handing Over of Land.

Land Acquisition could not be fully completed is due to missing of survey number in the LP schedule.

Local Interference demand for additional facilities.

Unavailability of stage II approval relating to Forest Land in the Project Stretch:

Delay in communicating of Approved Estimates for Utilities recolation and dispute in the supervision charges paid to APSPDCL of Nellore

section.

Delay in General Arrangement Drawings of Road Over Bridges

Force Majeure event occour like Seemaandhra Agitation / adverse weather.

Delay due to indecision and continuous revision in the PUP proposalsand locations.

Delay in issue of COS Orders resulting in major cash flow constrain.

Delay due to heavy rainfall (ROVAN CYCLONE) –from 9.10.2015 to 21.10.2015 & 26.10.2015 to 02.11.2015.

Concessionaire has submitted for consideratuion the affected period of 16 days due to the cyclonic rains in the Month of Nov 2015.

Concessionire submitted for extension of Concessiaon period for reduction in Toll revenue due to flood and cyclonic effect in the region and due to flood

in Chennai city.


51

26. List of Correspondence

List of Major Correspondence during the Month of Mar 2016 with the Authority:

1) submission of concession fee as per article 26.1 of CA for the year 2016-2017, Vide letter - SEL 2143, dated 04.04.20162) Monthly Fee Statement - Mar'2016, Vide letter - SEL 2144, dated 04.04.20163) Weekly Traffic Census for the Period 07'h Mar'2016 to 271h Mar'2016, Vide letter - SEL 2145, dated 04.04.20164) Submission of Toll Plaza Design and Drawing, Vide letter - SEL 2146, dated 04.04.20165) Issue of Form V, Vide letter - SEL 2147, dated 01.04.20166) Issue of Form V, Vide letter - SEL 2148, dated 01.04.20167) Exemption of Toll fee for Vehicle No.AP16 DK 0077, Vide letter - SEL 2149, dated 05.04.20168) construction Of minor bridge at ch 0+580, Vide letter - SEL 2151, dated 05.04.20169) Construction Of Bus shelter, Vide letter - SEL 2163, dated 06.04.201610) Permission for allowing the vehicles without toll fee exemption, Vide letter - SEL 2193, dated 22.04.201611) Permission for allowing the vehicles without toll fee exemption, Vide letter - SEL 2194, dated 22.04.201612) Removal/Relocation of Ambedkar Statue at Ch 1240+040 & 132 KV A Over Head Line crossing at Ch 1239+680, Vide letter - SEL 2200, dated 25.04.201613) Electrical utilitiues I Structures yet to be removed from Km 1240+500 to Km 1241 +500 (LHS & RHS), Vide letter - SEL 2211, dated 26.04.2016

14) Request for obtain permission from Railways for execution of works in night shift in railway spans of ROB at Km 3+450 & Km 8+970 in ongole bypas, Videletter - SEL 2212, dated 26.04.2016

15) Structures yet to be removed from Km 1230+794 to Km 1230+846 (LHS) , Vide letter - SEL 2213, dated 26.04.201616) Non possession of site and access there to from Km 0+000 to Km 0+320 (RHS Side) in Ongole bypass, Vide letter - SEL 2214, dated 26.04.201617) Status Report on all Under Construction Bridges , Vide letter - SEL 2217, dated 26.04.2016


52

27. Schematic Strip Chart For Highways & Structures


53

28. Quality Control Test

MONTHLY PROGRESS REPORT FOR THE MONTH OF "April"-16 - Section 1A

S.No TYPE OF TEST IS Designation

AS PER MORTH SPECIFICATIONNo. of tests up toprevious month

No. Of tests duringthis month

Total to date

RemarksQuantity

Frequencyof Testing

No. oftests

requiredConducted Passed Failed Passed Failed Passed Failed

A Tests on Borrow areas (Embankment /Subgrade)1 Gradation IS:2720(P4)

2 tests /3000 cum

- 1685 1685 0 0 0 1685 02 Atterberg Limits IS:2720(P5) - 1682 1682 0 0 0 1682 03 Proctor Density IS:2720(P8) - 1682 1682 0 0 0 1682 04 Free Swell Index IS:2720(P48) - 4639 4639 0 0 0 4639 05 Deleterious Content IS:2720(P27) As Required - 0 0 0 0 0 0 06 CBR IS:2720(P16) 1/3000 cum - 569 569 0 0 0 569 07 Field Density IS:2720(P28) 1/1000 sqm 94170 101309 1755 2946 30 104255 1785

BTests on OGL Samples/NGL Samples/ExistingShoulder

1 Gradation IS:2720(P4)

-

2 tests /3000 cum

- 1147 1147 0 0 0 1147 02 Atterberg Limits IS:2720(P5) - 1141 1141 0 0 0 1141 03 Proctor Density IS:2720(P8) - 1141 1141 0 0 0 1141 04 Free Swell Index IS:2720(P48) - 1236 1187 49 0 0 1187 495 Deleterious Content IS:2720(P27) As Required - 0 0 0 0 0 0 06 CBR IS:2720(P16) As Required - 178 59 119 0 0 59 1197 Moisture Content IS:2720(P2) 1/250 sqm - 0 0 0 0 0 0 08 Field Density IS:2720(P28) 1/1000 sqm - 11591 11424 137 30 0 11454 137C Granular Sub Base (GSB)

1 GradationMORTH-T400-

1

3501.6 m3

1/200 cum - 2042 1976 40 26 0 2002 40

2 Atterberg Limits IS:2720(P5) 1/200 cum - 1911 1885 0 26 0 1911 03 Proctor Density IS:2720(P8) As Required - 7 7 0 0 0 7 04 Deleterious Content IS:2720(P27) As Required - 0 0 0 0 0 0 05 CBR IS:2720(P16) As Required - 4 4 0 0 0 4 06 10% Fines Value BS: 812(P111) As Required - 4 4 0 0 0 4 07 Water Absorption IS:2386(P3) As Required - 2 2 0 0 0 2 08 Moisture Content IS:2720(P2) 1/250 sqm - 0 0 0 0 0 0 0


54



No. of tests duringthis month

Total to date

RemarksQuantity

Frequencyof Testing

No. oftests


9 Field Density IS:2720(P28) 1/500 sqm - 16814 16241 321 252 0 16493 321D Wet Mix Macadam (WMM)


11

2365.4 m3

1/100 cum - 3739 3702 8 29 0 3731 8

2 Atterberg Limits IS:2720(P5) 1/100 cum - 2716 2687 0 29 0 2716 03 Proctor Density IS:2720(P8) As Required - 35 35 0 0 0 35 04 AIV IS:2386(P4) 1/200 cum - 1561 1546 0 15 0 1561 05 FI & EI IS:2386(P1) 1/200 cum - 1541 1526 0 15 0 1541 0

6Los-Angels

Abrasion ValueIS:2386(P4) 1/200 cum - 1 1 0 0 0 1 0

7 Water Absorption IS:2386(P3) As Required - 5 5 0 0 0 5 08 Moisture Content IS:2720(P2) 1/250 sqm - 0 0 0 0 0 0 09 Field Density IS:2720(P28) 1/500 sqm - 13784 13526 180 78 0 13604 180E Bitumen1 Penetration IS: 1203

17 Lots

1/Lot - 1800 1783 0 17 0 1800 02 Ductility IS: 1208 1/Lot - 1798 1781 0 17 0 1798 03 Viscosity IS: 1206 1/Lot - 1798 1781 0 17 0 1798 04 Softening Point IS: 1205 1/Lot - 1798 1781 0 17 0 1798 05 Specific Gravity IS: 1202 1/Lot - 1798 1781 0 17 0 1798 06 Flash & Fair IS:1209 1/Lot - 1 1 0 0 0 1 0

7Solubility in

TrichloroethyleneIS:1216 1/Lot - 1 1 0 0 0 1 0

8Test on Residue

from TFOTIS:1206 (P2) 1/Lot - 1 1 0 0 0 1 0

F Bitumen - CRMB 55/PMB 401 Penetration IS: 1203 1/Lot - 160 156 0 4 0 160 02 Softening Point IS: 1205 1/Lot - 160 156 0 4 0 160 0

3 Elastic RecoveryIRC: SP: 53-

20021/Lot - 160 156 0 4 0 160 0

4 Separation TestIRC: SP: 53-

20021/Lot - 160 156 0 4 0 160 0

5 Ductility IS: 1208 1/Lot - 160 156 0 4 0 160 0G Emulsion RS1 & SS1 .1 Viscosity for SS1 IS: 1206 - 1/Lot - 65 61 0 4 0 65 0


55




Total to date

RemarksQuantity

Frequencyof Testing

No. oftests


2 Residue for SS1 IS: 1204 1/Lot - 227 223 0 4 0 227 03 Viscosity for RS1 IS: 1206 1/Lot - 228 224 0 4 0 228 04 Residue for RS1 IS: 1204 1/Lot - 228 224 0 4 0 228 0H Aggregates 0

1Coarse Aggregate

GradationIS:383 1/Day - 2214 2183 0 31 0 2214 0

2Fine Aggregate

GradationIS:383 1/Day - 2214 2183 0 31 0 2214 0

3 Soundness IS:2386(P5) 1/Source - 37 37 0 0 0 37 04 Water Absorption IS:2386(P3) 1/Source - 1067 1036 0 31 0 1067 05 FI & EI IS:2386(P1) 1/Day - 2204 2173 0 31 0 2204 0

6Aggregate Impact

ValueIS:2386(P4) 1/Day - 2204 2173 0 31 0 2204 0

7Alkali Aggregate

ReactivityIS:2386(P7) 1/Source - 8 8 0 0 0 8 0

8 Specific Gravity IS:2386(P3) 1/Source - 86 84 0 2 0 86 09 Deleterious Content IS:2386(P2) 1/Source - 3 3 0 0 0 3 0I Cement 01 Finess IS:4031(P1)

2210.21Tons

1/Batch - 345 331 0 14 0 345 02 Consistancy IS:4031(P4) 1/Batch - 345 331 0 14 0 345 03 I & F Setting Time IS:4031(P5) 1/Batch - 345 331 0 14 0 345 04 Soundness IS:4031(P3) 1/Batch - 345 331 0 14 0 345 0

5Compressive

Strength

IS:4031(P6)

0

3 days Comp.Strength

1/Batch - 2343 2301 0 42 0 2343 0


1/Batch - 444 402 0 42 0 444 0


1/Batch - 432 390 0 42 0 432 0

6 Chemical Analysis IS:12269 1/Source - 4 4 0 0 0 4 0J Concrete 0

1Slump Test/

workability of freshconcrete

IS:1199 -1/Transit

Mixer- 4840 4671 78 91 0 4762 78


56




Total to date

RemarksQuantity

Frequencyof Testing

No. oftests


2 Trial Mix Designs IS:10262-2009 -

1/DesignMix (or)

1/Change ofSource

- 350 271 74 5 0 276 74

3CompressiveStrength (Mix

designs)IS: 516

MORTHSec.1700Tab

le:1700-1- 1998 1780 174 44 0 1824 174

4CompressiveStrength (Site

Cubes)IS: 516 5570.6m3

MORTHSec.1700

Table:1700-1- 92259 87411 0 4848 0 92259 0

5DLC Compressive

StrenthIS: 516 -

MORTHSec.600

- 108 108 0 0 0 108 0

6PQC Compressive

StrenghtIS: 516 -

MORTHSec.600

- 291 291 0 0 0 291 0

K Water 01 Suspended Soilds

IS:3025 -1/Source,1/every 6months

- 4 4 0 0 0 4 0

2 pH - 10 10 0 0 0 10 0

L Prime Coat 0

1Temp. for

Application MORTHSec.500

-RegularClose

Intervals

- 0 0 0 0 0 0

2 Spread Rate 500 m2 2716 2716 0 0 0 2716 03 Viscosity IS:1206 1/Batch - 165 165 0 0 0 165 0M Tack Coat 0

1Temp. for

Application MORTHSec.500

-RegularClose

Intervals

- 0 0 0 0 0 0 0

2 Spread Rate 500 m2 4226 4226 0 0 0 4226 03 Viscosity IS:1206 1/Batch - 458 458 0 0 0 458 0N Bituminous Macadam (BM) 0

1 Ind.GradationMORTH -T500.10

-

1set/Day - 0 0 0 0 0 0 0

2 Dry Mix GradationMORTH -T500.10

1set/400T - 0 0 0 0 0 0 0

3Binder

content/Grad.ASTM-D-2172 1set/400T - 0 0 0 0 0 0 0


57




Total to date

RemarksQuantity

Frequencyof Testing

No. oftests


4Density/Stability/Fl

owMORTH -T500.11

1set/400T - 0 0 0 0 0 0 0

5 VIM/VMA/VFBMORTH -T500.11

1set/400T - 0 0 0 0 0 0 0

6 Core DensityMORTH -

Sec5001/250sqm - 0 0 0 0 0 0 0

7 FI & EI IS:2386(P1) 1/50cum - 0 0 0 0 0 0 08 AIV IS:2386(P4) 1/50cum - 0 0 0 0 0 0 09 LAA IS:2386(P4) As Required - 0 0 0 0 0 0 010 Soundness IS:2386(P5) As Required - 0 0 0 0 0 0 011 Water Absorption IS:2386(P3) As Required - 0 0 0 0 0 0 012 Sand Equivalent IS:2720(P37) As Required - 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required - 0 0 0 0 0 0 0

14% of Fractured

FacesMORTHCl507.2.2

As Required - 0 0 0 0 0 0 0

15 Water Sensitivity ASTM-D-1075 As Required - 0 0 0 0 0 0 0

16Agg.Stripping

ValueIS:6241 As Required - 0 0 0 0 0 0 0

17 Rate of SpreadingRegularIntervel

- 0 0 0 0 0 0 0

18Temperature

ControlRegularIntervel

- 0 0 0 0 0 0 0

O Dense Bituminous Macadam (DBM ) 0


1set/400T - 963 963 0 0 0 963 0


1set/400T - 963 963 0 0 0 963 0

3Binder



owMORTH -T500.11

1set/400T - 953 953 0 0 0 953 0


1set/400T - 887 887 0 0 0 887 0


Sec5001/250sqm - 4741 4741 0 0 0 4741 0


58




Total to date

RemarksQuantity

Frequencyof Testing

No. oftests



14% of Fractured

FacesMORTHCl507.2.2

As Required - 0 0 0 0 0 0 0


16Agg.Stripping



- 0 0 0 0 0 0 0

18Temperature


- 505 505 0 0 0 505 0

PSemi Dense Bituminous Concrete(SDBC)

0


-

1set/Day - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0

3Binder



owMORTH -T500.11

1set/400T - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0


Sec5001/250sqm - 0 0 0 0 0 0 0

7 FI & EI IS:2386(P1) 1/50cum - 0 0 0 0 0 0 08 AIV IS:2386(P4) 1/50cum - 0 0 0 0 0 0 09 LAA IS:2386(P4) As Required - 0 0 0 0 0 0 010 Soundness IS:2386(P5)

-As Required - 0 0 0 0 0 0 0

11 Water Absorption IS:2386(P3) As Required - 0 0 0 0 0 0 0


59




Total to date

RemarksQuantity

Frequencyof Testing

No. oftests


12 Sand Equivalent IS:2720(P37) As Required - 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required - 0 0 0 0 0 0 0

14% of Fractured

FacesMORTHCl507.2.2

As Required - 0 0 0 0 0 0 0


16Agg.Stripping



- 0 0 0 0 0 0 0

18Temperature


- 0 0 0 0 0 0 0

Q Bituminous Concrete (BC) 0


1set/Day - 514 514 0 0 0 514 0


1set/400T - 517 517 0 0 0 517 0

3Binder



owMORTH -T500.11

1set/400T - 517 517 0 0 0 517 0


1set/400T - 507 507 0 0 0 507 0


Sec5001/250sqm - 4971 4971 0 0 0 4971 0


14% of Fractured

FacesMORTHCl507.2.2

As Required - 0 0 0 0 0 0 0



60




Total to date

RemarksQuantity

Frequencyof Testing

No. oftests


16Agg.Stripping


17Polished Stone

ValueBS:812(P114) As Required - 0 0 0 0 0 0 0

18Swell Test on the

MixAsph.Inst. MS-2 As Required - 0 0 0 0 0 0 0


- 0 0 0 0 0 0 0

20Temperature


- 634 634 0 0 0 634 0

R Hume Pipes 01 Physical Tests IS:458-2003

-1/Lot 25 25 0 0 0 25 0

2 Three Edge Bearing IS:3597 1/Lot 25 25 0 0 0 25 0S Ancillary Testing 01 CRS TMT Steel IS:1786 - 1set/Con. - 205 200 0 5 0 205 02 Admixtures IS:9103 - 1set/Con. - 20 19 0 1 0 20 0

3 Curing CompoundMORTHCl.1713.3

- 1set/Con. - 12 12 0 0 0 12 0

4 Bitumen Emulsion IS:8887 - 1set/Con. - 20 20 0 0 0 20 0

5 BearingsMORTHCl.2000

- 1set/Con. - 0 0 0 0 0 0 0

6Petro GraphicExamination

IS:2386 (P8) - 1set/Source - 2 1 0 1 0 2 0

7Stone Polishing

ValueBS: 812(P114) - 1set/Source - 9 9 0 0 0 9 0

T Calibrations 0

1SAND POURING

CYLINDER-4- As Required - 18 17 0 1 0 18 0

2PROCTORMOULDS

As Required 18 17 0 1 0 18 0

3 CBR MOULDS As Required 18 17 0 1 0 18 04 RMM-D As Required 18 17 0 1 0 18 0

5TACK&PRIMECOAT TRAYS

As Required 16 15 0 1 0 16 0


61

LAB REPORT FOR THE MONTH OF APRIL' 2016 - Section 1B



No. of tests duringthis month Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


ATests on Borrow areas (Embankment/Subgrade)


6270

2 tests /3000 cum

321 321 320 0 1 0 321 02 Atterberg Limits IS:2720(P5) 318 318 317 0 1 0 318 03 Proctor Density IS:2720(P8) 319 319 318 0 1 0 319 04 Free Swell Index IS:2720(P40) 316 316 305 10 1 0 306 105 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 0 06 CBR IS:2720(P16) 1/3000 cum 97 97 90 6 1 0 91 67 Field Density IS:2720(P28) 1/1000 sqm 2801 2801 2739 29 33 0 2772 29

BTests on OGL Samples/Embankment/Existing Shoulder


2048

2 tests /3000 cum

336 336 335 0 1 0 336 02 Atterberg Limits IS:2720(P5) 336 336 335 0 1 0 336 03 Proctor Density IS:2720(P8) 336 336 335 0 1 0 336 04 Free Swell Index IS:2720(P40) 340 340 301 38 1 0 302 385 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 0 06 CBR IS:2720(P16) As Required 34 34 18 16 0 0 18 167 Moisture Content IS:2720(P2) 1/250 sqm 0 0 0 0 0 0 0 08 Field Density IS:2720(P28) 1/1000 sqm 502 502 487 4 11 0 498 4C Granular Sub Base (GSB)1 Gradation MORTH-T400-1

168

1/200 cum 451 451 449 0 2 0 451 02 Atterberg Limits IS:2720(P5) 1/200 cum 449 449 447 0 2 0 449 03 Proctor Density IS:2720(P8) As Required 52 52 51 0 1 0 52 04 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 0 05 CBR IS:2720(P16) As Required 52 52 51 0 1 0 52 06 10% Fines Value BS: 812(P111) As Required 53 53 52 0 1 0 53 07 Water Absorption IS:2386(P3) As Required 2 2 2 0 0 0 2 08 Moisture Content IS:2720(P2) 1/250 sqm 75 75 75 0 0 0 75 09 Field Density IS:2720(P28) 1/500 sqm 460 460 443 13 4 0 447 13D Wet Mix Macadam (WMM)


11496 1/100 cum 714 714 706 0 8 0 714 0


62




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


2 Atterberg Limits IS:2720(P5) 1/100 cum 691 691 683 0 8 0 691 03 Proctor Density IS:2720(P8) As Required 52 52 51 0 1 0 52 04 AIV IS:2386(P4) 1/200 cum 460 460 454 0 6 0 460 05 FI & EI IS:2386(P1) 1/200 cum 460 460 454 0 6 0 460 0

6Los-AngelsAbrasion Value

IS:2386(P4) 1/200 cum 2 2 2 0 0 0 2 0

7 Water Absorption IS:2386(P3) As Required 6 6 6 0 0 0 6 08 Moisture Content IS:2720(P2) 1/250 sqm 33 33 33 0 0 0 33 09 Field Density IS:2720(P28) 1/500 sqm 414 414 400 6 8 0 408 6E Bitumen VG 301 Penetration IS: 1203

0

1/Lot 1 3 3 0 0 0 3 02 Ductility IS: 1208 1/Lot 1 3 3 0 0 0 3 03 Viscosity IS: 1206 1/Lot 0 0 0 0 0 0 0 04 Softening Point IS: 1205 1/Lot 1 3 3 0 0 0 3 05 Specific Gravity IS: 1202 1/Lot 1 3 3 0 0 0 3 06 Flash & Fair IS:1209 1/Lot 0 0 0 0 0 0 0 0

7Solubility inTrichloroethylene

IS:1216 1/Lot 0 0 0 0 0 0 0 0

8Test on Residuefrom TFOT

IS:1206 (P2) 1/Lot 0 0 0 0 0 0 0 0

F Bitumen - CRMB 55/PMB 401 Penetration IS: 1203 1/Lot 0 0 0 0 0 0 0 02 Softening Point IS: 1205 1/Lot 0 0 0 0 0 0 0 0

3 Elastic RecoveryIRC: SP: 53-

20021/Lot 0 0 0 0 0 0 0 0

4 Separation TestIRC: SP: 53-

20021/Lot 0 0 0 0 0 0 0 0

5 Ductility IS: 1208 1/Lot 0 0 0 0 0 0 0 0G Emulsion RS1 & SS11 Viscosity for SS1 IS: 1206

-

1/Lot 0 0 0 0 0 0 0 02 Residue for SS1 IS: 1204 1/Lot 0 0 0 0 0 0 0 03 Viscosity for RS1 IS: 1206 1/Lot 0 0 0 0 0 0 0 04 Residue for RS1 IS: 1204 1/Lot 0 0 0 0 0 0 0 0H Aggregates


63




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


1Coarse AggregateGradation

IS:383

-

1/Day 1739 1739 1711 0 28 0 1739 0

2Fine AggregateGradation

IS:383 1/Day 1679 1679 1651 0 28 0 1679 0

3 Soundness IS:2386(P5) 1/Source 2 2 2 0 0 0 2 04 Water Absorption IS:2386(P3) 1/Source 16 16 16 0 0 0 16 05 FI & EI IS:2386(P1) 1/Day 1701 1701 1673 0 28 0 1701 0

6Aggregate ImpactValue

IS:2386(P4) 1/Day 1701 1701 1673 0 28 0 1701 0

7Alkali AggregateReactivity

IS:2386(P7) 1/Source 29 29 29 0 0 0 29 0

8 Specific Gravity IS:2386(P3) 1/Source 16 16 16 0 0 0 16 09 Deleterious Content IS:2386(P2) 1/Source 2 2 2 0 0 0 2 0I Cement1 Fineness IS:4031(P1)

256.7

1/Batch 536 536 517 0 19 0 536 02 Consistancy IS:4031(P4) 1/Batch 536 536 517 0 19 0 536 0

3Initial & FinalSetting Time

IS:4031(P5) 1/Batch 536 536 517 0 19 0 536 0

4 Soundness IS:4031(P3) 1/Batch 536 536 517 0 19 0 536 0

5CompressiveStrength

IS:4031(P6)


1/Batch 537 537 518 0 19 0 537 0


1/Batch 532 532 512 0 20 0 532 0


1/Batch 521 521 508 0 13 0 521 0

6 Chemical Analysis IS:12269 1/Source 1 1 1 0 0 0 1 0J Concrete

1Slump Test/workability of freshconcrete

IS:1199 -1/Transit

Mixer13644 13644 13318 0 326 0 13644 0

2 Trial Mix Designs IS:10262-2009 -1/Design Mix(or)

1/Change ofSource

268 268 268 0 0 0 268 0


64




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


3CompressiveStrength (Mixdesigns)

IS: 516 -

MORTHSec.1700

Table:1700-1

1516 1516 1516 0 0 0 1516 0

4CompressiveStrength (SiteCubes)

IS: 516 730.0

MORTHSec.1700

Table:1700-1

10524 10524 10283 0 241 0 10524 0

5DLC CompressiveStrength

IS: 516 0MORTHSec.600

83 83 83 0 0 0 83 0

6PQC CompressiveStrength


185 185 185 0 0 0 185 0

K Water1 Suspended Soilds


4 4 4 0 0 0 4 0

2 pH 4 4 4 0 0 0 4 0

L Prime Coat

1Temp. forApplication MORTH

Sec.500 -

RegularClose

Intervals

144 144 142 0 2 0 144 0

2 Spread Rate 530 530 520 0 10 0 530 03 Viscosity IS:1206 1/Batch 0 0 0 0 0 0 0 0M Tack Coat


Sec.500 -

RegularClose

Intervals

277 277 272 0 5 0 277 0

2 Spread Rate 1423 1423 1349 0 74 0 1423 03 Viscosity IS:1206 1/Batch 0 0 0 0 0 0 0 0N Dense Bituminous Macadam (DBM)


210.0

1set/Day 239 239 236 0 3 0 239 0


1set/400T 256 256 253 0 3 0 256 0

3Bindercontent/Grad.

ASTM-D-2172 1set/400T 349 349 345 0 4 0 349 0

4Density/Stability/Flow

MORTH -T500.11

1set/400T 349 349 345 0 4 0 349 0


65




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



1set/400T 349 349 345 0 4 0 349 0


Sec5001/250sqm 784 784 776 0 8 0 784 0

7 FI & EI IS:2386(P1) 1/50cum 241 241 239 0 2 0 241 08 AIV IS:2386(P4) 1/50cum 241 241 239 0 2 0 241 09 LAA IS:2386(P4) As Required 0 0 0 0 0 0 0 010 Soundness IS:2386(P5) As Required 1 1 1 0 0 0 1 011 Water Absorption IS:2386(P3) As Required 6 6 6 0 0 0 6 012 Sand Equivalent IS:2720(P37) As Required 0 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required 3 3 3 0 0 0 3 0

14% of FracturedFaces

MORTHCl507.2.2

As Required 0 0 0 0 0 0 0 0

15 Water Sensitivity ASTM-D-1075 As Required 0 0 0 0 0 0 0 0

16Agg.StrippingValue

IS:6241 As Required 1 1 1 0 0 0 1 0


0 0 0 0 0 0 0 0

18TemperatureControl

RegularIntervel

0 0 0 0 0 0 0 0

O Bituminous Macadam (BM)

1 Ind.GradationMORTH -

T500.4

-

2Tests/Day - 0 0 0 0 0 0 0

2 Dry Mix GradationMORTH -

T500.42Tests/Day - 0 0 0 0 0 0 0


ASTM-D-2172 2Tests/Day - 0 0 0 0 0 0 0

4 Bulk DensityMORTH -

Sec5002Tests/Day - 0 0 0 0 0 0 0


Sec5001set/400T - 0 0 0 0 0 0 0

6 FI & EI IS:2386(P1) 1/50cum - 0 0 0 0 0 0 07 AIV IS:2386(P4) 1/50cum - 0 0 0 0 0 0 08 LAA IS:2386(P4) As Required - 0 0 0 0 0 0 09 Soundness IS:2386(P5) As Required - 0 0 0 0 0 0 0


66




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


10 Water Absorption IS:2386(P3) As Required - 0 0 0 0 0 0 011 Sand Equivalent IS:2720(P37) As Required - 0 0 0 0 0 0 0


MORTHCl507.2.2

As Required - 0 0 0 0 0 0 0



IS:6241 As Required - 0 0 0 0 0 0 0


- 0 0 0 0 0 0 0


RegularIntervel

- 0 0 0 0 0 0 0



-

1set/Day - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0


ASTM-D-2172 1set/400T - 0 0 0 0 0 0 0


MORTH -T500.11

1set/400T - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0


Sec5001/250sqm - 0 0 0 0 0 0 0



MORTHCl507.2.2

As Required - 0 0 0 0 0 0 0



67




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



IS:6241 As Required - 0 0 0 0 0 0 0


- 0 0 0 0 0 0 0


RegularIntervel

- 0 0 0 0 0 0 0

Q Bituminous Concrete (BC)


1543.5

1set/Day 83 83 71 0 12 0 83 0


1set/400T 83 83 71 0 12 0 83 0


ASTM-D-2172 1set/400T 78 78 66 0 12 0 78 0


MORTH -T500.11

1set/400T 78 78 66 0 12 0 78 0


1set/400T 78 78 66 0 12 0 78 0


Sec5001/250sqm 1083 1083 943 0 140 0 1083 0



MORTHCl507.2.2

As Required 0 0 0 0 0 0 0 0



IS:6241 As Required 0 0 0 0 0 0 0 0

17Polished StoneValue

BS:812(P114) As Required 0 0 0 0 0 0 0 0

18Swell Test on theMix

Asph.Inst. MS-2 As Required 0 0 0 0 0 0 0 0


68




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



0 0 0 0 0 0 0 0


RegularIntervel

0 0 0 0 0 0 0 0

R Hume Pipes1 Physical Tests IS:458-2003

-1/Lot - 0 0 0 0 0 0 0

2 Three Edge Bearing IS:3597 1/Lot - 0 0 0 0 0 0 0S Ancillary Testing1 CRS TMT Steel IS:1786 - 1set/Con. 2 2 2 0 0 0 2 02 Admixtures IS:9103 - 1set/Con. 2 2 2 0 0 0 2 0


- 1set/Con. - 0 0 0 0 0 0 0



- 1set/Con. - 0 0 0 0 0 0 0


IS:2386 (P8) - 1set/Source 1 1 1 0 0 0 1 0

7Stone PolishingValue

BS: 812(P114) - 1set/Source - 0 0 0 0 0 0 0

T Calibrations

1Sand PouringCylinder

- As Required 129 129 127 0 2 0 129 0

2Rapid MoistureMeter

- As Required 8 8 8 0 0 0 8 0

3 CTM - As Required 12 12 12 0 0 0 12 0


69

LAB REPORT FOR THE MONTH OF APRIL' 2016 - Section 2A




RemarksThismonth

quantity

Frequencyof Testing

No. oftests


ATests on Borrow areas (Embankment/Subgrade)


10862

2 tests /3000 cum

1472 1472 1471 0 1 0 1472 02 Atterberg Limits IS:2720(P5) 1472 1472 1471 0 1 0 1472 03 Proctor Density IS:2720(P8) 1472 1472 1471 0 1 0 1472 04 Free Swell Index IS:2720(P40) 1465 1465 1454 10 1 0 1455 105 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 0 06 CBR IS:2720(P16) 1/3000 cum 511 511 488 23 0 0 488 237 Field Density IS:2720(P28) 1/1000 sqm 8604 8604 8491 27 86 0 8577 27

BTests on OGL Samples/Embankment/Existing Shoulder


288

2 tests /3000 cum

693 693 692 0 1 0 693 02 Atterberg Limits IS:2720(P5) 693 693 692 0 1 0 693 03 Proctor Density IS:2720(P8) 693 693 692 0 1 0 693 04 Free Swell Index IS:2720(P40) 701 701 642 58 1 0 643 585 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 0 06 CBR IS:2720(P16) As Required 188 188 93 95 0 0 93 957 Moisture Content IS:2720(P2) 1/250 sqm 0 0 0 0 0 0 0 08 Field Density IS:2720(P28) 1/1000 sqm 1666 1666 1657 6 3 0 1660 6C Granular Sub Base (GSB)

1 GradationMORTH-T400-1

420

1/200 cum 1606 1606 1599 3 4 0 1603 3

2 Atterberg Limits IS:2720(P5) 1/200 cum 1594 1594 1590 0 4 0 1594 03 Proctor Density IS:2720(P8) As Required 55 55 54 0 1 0 55 04 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 0 05 CBR IS:2720(P16) As Required 55 55 54 0 1 0 55 06 10% Fines Value BS: 812(P111) As Required 56 56 55 0 1 0 56 07 Water Absorption IS:2386(P3) As Required 1 1 1 0 0 0 1 08 Moisture Content IS:2720(P2) 1/250 sqm 351 351 351 0 0 0 351 09 Field Density IS:2720(P28) 1/500 sqm 1529 1529 1437 83 9 0 1446 83D Wet Mix Macadam (WMM)1 Gradation MORTH-T400-11 525 1/100 cum 2209 2209 2203 0 6 0 2209 0


70




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


2 Atterberg Limits IS:2720(P5) 1/100 cum 2188 2188 2182 0 6 0 2188 03 Proctor Density IS:2720(P8) As Required 53 53 52 0 1 0 53 04 AIV IS:2386(P4) 1/200 cum 1408 1408 1404 0 4 0 1408 05 FI & EI IS:2386(P1) 1/200 cum 1405 1405 1401 0 4 0 1405 0


IS:2386(P4) 1/200 cum 1 1 1 0 0 0 1 0

7 Water Absorption IS:2386(P3) As Required 6 6 6 0 0 0 6 08 Moisture Content IS:2720(P2) 1/250 sqm 290 290 290 0 0 0 290 09 Field Density IS:2720(P28) 1/500 sqm 1290 1290 1277 4 9 0 1286 4E Bitumen VG 301 Penetration IS: 1203

0

1/Lot 1 3 3 0 0 0 3 02 Ductility IS: 1208 1/Lot 1 3 3 0 0 0 3 03 Viscosity IS: 1206 1/Lot 0 0 0 0 0 0 0 04 Softening Point IS: 1205 1/Lot 1 3 3 0 0 0 3 05 Specific Gravity IS: 1202 1/Lot 1 3 3 0 0 0 3 06 Flash & Fair IS:1209 1/Lot 0 0 0 0 0 0 0 0


IS:1216 1/Lot 0 0 0 0 0 0 0 0


IS:1206 (P2) 1/Lot 0 0 0 0 0 0 0 0

F Bitumen - CRMB 55/PMB 401 Penetration IS: 1203 1/Lot 0 0 0 0 0 0 0 02 Softening Point IS: 1205 1/Lot 0 0 0 0 0 0 0 0

3 Elastic RecoveryIRC: SP: 53-2002

1/Lot 0 0 0 0 0 0 0 0

4 Separation TestIRC: SP: 53-2002

1/Lot 0 0 0 0 0 0 0 0

5 Ductility IS: 1208 1/Lot 0 0 0 0 0 0 0 0G Emulsion RS1 & SS11 Viscosity for SS1 IS: 1206

-

1/Lot 0 0 0 0 0 0 0 02 Residue for SS1 IS: 1204 1/Lot 0 0 0 0 0 0 0 03 Viscosity for RS1 IS: 1206 1/Lot 0 0 0 0 0 0 0 04 Residue for RS1 IS: 1204 1/Lot 0 0 0 0 0 0 0 0H Aggregates


71




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



IS:383

-

1/Day 1940 1940 1912 0 28 0 1940 0


IS:383 1/Day 1880 1880 1852 0 28 0 1880 0

3 Soundness IS:2386(P5) 1/Source 2 2 2 0 0 0 2 04 Water Absorption IS:2386(P3) 1/Source 13 13 13 0 0 0 13 05 FI & EI IS:2386(P1) 1/Day 1929 1929 1901 0 28 0 1929 0


IS:2386(P4) 1/Day 1902 1902 1874 0 28 0 1902 0


IS:2386(P7) 1/Source 4 4 4 0 0 0 4 0

8 Specific Gravity IS:2386(P3) 1/Source 13 13 13 0 0 0 13 09 Deleterious Content IS:2386(P2) 1/Source 2 2 2 0 0 0 2 0I Cement1 Finess IS:4031(P1)

209.0

1/Batch 536 536 517 0 19 0 536 02 Consistancy IS:4031(P4) 1/Batch 536 536 517 0 19 0 536 03 I & F Setting Time IS:4031(P5) 1/Batch 536 536 517 0 19 0 536 04 Soundness IS:4031(P3) 1/Batch 536 536 517 0 19 0 536 0


IS:4031(P6)


1/Batch 535 535 516 0 19 0 535 0


1/Batch 531 531 511 0 20 0 531 0


1/Batch 513 513 500 0 13 0 513 0

6 Chemical Analysis IS:12269 1/Source 1 1 1 0 0 0 1 0J Concrete

1SlumpTest/workability offresh concrete

IS:1199 -1/Transit

Mixer45806 45806 45490 0 316 0 45806 0

2 Trial Mix Designs IS:10262-2009 -

1/Design Mix(or)

1/Change ofSource

259 259 259 0 0 0 259 0


72




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


3CompressiveStrength (Mixdesigns)

IS: 516 -

MORTHSec.1700

Table:1700-1

886 1489 1489 0 0 0 1489 0

4CompressiveStrength (SiteCubes)

IS: 516 655.1

MORTHSec.1700

Table:1700-1

1221 39008 38714 0 294 0 39008 0

5DLC CompressiveStrenth


35 77 77 0 0 0 77 0

6PQC CompressiveStrength

IS: 516 0.0MORTHSec.600

296 296 296 0 0 0 296 0



4 4 4 0 0 0 4 0

2 pH 4 4 4 0 0 0 4 0

L Prime Coat


Sec.500 -

RegularClose

Intervals

- 388 387 0 1 0 388 0

2 Spread Rate 500 m2 1395 1389 0 6 0 1395 03 Viscosity IS:1206 1/Batch - 0 0 0 0 0 0 0M Tack Coat


Sec.500 -

RegularClose

Intervals

- 935 935 0 0 0 935 0

2 Spread Rate 500 m2 5458 5458 0 0 0 5458 03 Viscosity IS:1206 1/Batch - 0 0 0 0 0 0 0N Dense Bituminous Macadam (DBM)


0.0

1set/Day 697 697 697 0 0 0 697 0


1set/400T 709 709 709 0 0 0 709 0


ASTM-D-2172 1set/400T 992 992 992 0 0 0 992 0


MORTH -T500.11

1set/400T 992 992 992 0 0 0 992 0


73




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



1set/400T 992 992 992 0 0 0 992 0

6 Core DensityMORTH -Sec500

1/250sqm 2221 2221 2221 0 0 0 2221 0

7 FI & EI IS:2386(P1) 1/50cum 832 832 832 0 0 0 832 08 AIV IS:2386(P4) 1/50cum 832 832 832 0 0 0 832 09 LAA IS:2386(P4) As Required - 1 1 0 0 0 1 010 Soundness IS:2386(P5) As Required - 1 1 0 0 0 1 011 Water Absorption IS:2386(P3) As Required - 6 6 0 0 0 6 012 Sand Equivalent IS:2720(P37) As Required - 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required - 3 3 0 0 0 3 0


MORTHCl507.2.2

As Required - 0 0 0 0 0 0 0



IS:6241 As Required - 2 2 0 0 0 2 0


- 0 0 0 0 0 0 0


RegularIntervel

- 0 0 0 0 0 0 0



-

2Tests/Day - 0 0 0 0 0 0 0


2Tests/Day - 0 0 0 0 0 0 0


ASTM-D-2172 2Tests/Day - 0 0 0 0 0 0 0

4 Bulk DensityMORTH -Sec500

2Tests/Day - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0

6 FI & EI IS:2386(P1) 1/50cum - 0 0 0 0 0 0 07 AIV IS:2386(P4) 1/50cum - 0 0 0 0 0 0 08 LAA IS:2386(P4) As Required - 0 0 0 0 0 0 09 Soundness IS:2386(P5) As Required - 0 0 0 0 0 0 0


74




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests


10 Water Absorption IS:2386(P3) As Required - 0 0 0 0 0 0 011 Sand Equivalent IS:2720(P37) As Required - 0 0 0 0 0 0 0


MORTHCl507.2.2

As Required - 0 0 0 0 0 0 0



IS:6241 As Required - 0 0 0 0 0 0 0


- 0 0 0 0 0 0 0


RegularIntervel

- 0 0 0 0 0 0 0



-

1set/Day - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0


ASTM-D-2172 1set/400T - 0 0 0 0 0 0 0


MORTH -T500.11

1set/400T - 0 0 0 0 0 0 0


1set/400T - 0 0 0 0 0 0 0


1/250sqm - 0 0 0 0 0 0 0



MORTHCl507.2.2

As Required - 0 0 0 0 0 0 0



75




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



IS:6241 As Required - 0 0 0 0 0 0 0


- 0 0 0 0 0 0 0


RegularIntervel

- 0 0 0 0 0 0 0

Q Bituminous Concrete (BC)


0.0

1set/Day 363 363 363 0 0 0 363 0


1set/400T 363 363 363 0 0 0 363 0


ASTM-D-2172 1set/400T 315 315 315 0 0 0 315 0


MORTH -T500.11

1set/400T 315 315 315 0 0 0 315 0


1set/400T 315 315 315 0 0 0 315 0


1/250sqm 4309 4309 4309 0 0 0 4309 0



MORTHCl507.2.2

As Required 0 0 0 0 0 0 0 0



IS:6241 As Required 0 0 0 0 0 0 0 0


BS:812(P114) As Required 0 0 0 0 0 0 0 0


Asph.Inst. MS-2 As Required 0 0 0 0 0 0 0 0


76




Total to date

RemarksThismonth

quantity

Frequencyof Testing

No. oftests



0 0 0 0 0 0 0 0


RegularIntervel

0 0 0 0 0 0 0 0

R Hume Pipes1 Physical Tests IS:458-2003

-1/Lot 0 0 0 0 0 0 0 0

2 Three Edge Bearing IS:3597 1/Lot 0 0 0 0 0 0 0 0S Ancillary Testing1 CRS TMT Steel IS:1786 - 1set/Con. 1 2 2 0 0 0 2 02 Admixtures IS:9103 - 1set/Con. 1 2 2 0 0 0 2 0


- 1set/Con. - 0 0 0 0 0 0 0



- 1set/Con. - 0 0 0 0 0 0 0


IS:2386 (P8) - 1set/Source 1 1 1 0 0 0 1 0


BS: 812(P114) - 1set/Source - 0 0 0 0 0 0 0

T Calibrations


- As Required 130 130 128 0 2 0 130 0


- As Required 8 8 8 0 0 0 8 0

3 CTM - As Required 12 12 12 0 0 0 12 0


77

LAB REPORT FOR THE MONTH OF APRIL-2016 (Section 2B)




RemarksQuantityThis

Month

Frequencyof Testing

No. oftests


A Tests on Borrow areas (Embankment/Subgrade)1 Gradation IS:2720(P4)

2 tests /3000 cum

1003 1003 0 0 0 1003 02 Atterberg Limits IS:2720(P5) 1003 1003 0 0 0 1003 03 Proctor Density IS:2720(P8) 1003 1003 0 0 0 1003 04 Free Swell Index IS:2720(P40) 1003 1003 0 0 0 1003 05 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 06 CBR IS:2720(P16) 1/3000 cum 489 489 0 0 0 489 0

BTests on OGL Samples/Embankment/Subgrade/Existing Shoulder

1 Gradation IS:2720(P4)2 tests /

3000 cum

847 847 0 0 0 847 02 Atterberg Limits IS:2720(P5) 847 847 0 0 0 847 03 Proctor Density IS:2720(P8) 847 847 0 0 0 847 04 Free Swell Index IS:2720(P40) 862 815 47 0 0 815 475 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 06 CBR IS:2720(P16) As Required 562 548 14 0 0 548 147 Moisture Content IS:2720(P2) 1/250 sqm 75227 73982 159 1086 0 75068 1598 Field Density IS:2720(P28) 1/1000 sqm 75248 73970 192 1086 0 75056 192

C Granular Sub Base (GSB)

1 GradationMORTH-T400-1

1599m3

1/200 cum 3030 3007 0 23 0 3030 0

2 Atterberg Limits IS:2720(P5) 1/200 cum 1626 1613 0 13 0 1626 03 Proctor Density IS:2720(P8) As Required 10 10 0 0 0 10 04 Deleterious Content IS:2720(P27) As Required 0 0 0 0 0 0 05 CBR IS:2720(P16) As Required 9 9 0 0 0 9 06 10% Fines Value BS: 812(P111) As Required 7 7 0 0 0 7 07 Water Absorption IS:2386(P3) As Required 7 7 0 0 0 7 08 Moisture Content IS:2720(P2) 1/250 sqm 17580 17364 36 180 0 17544 369 Field Density IS:2720(P28) 1/500 sqm 17580 17364 36 180 0 17544 36

D Wet Mix Macadam (WMM)

1 GradationMORTH-T400-11 3571m3

1/100 cum 2041 1998 0 43 0 2041 0

2 Atterberg Limits IS:2720(P5) 1/100 cum 1974 1931 0 43 0 1974 0


78




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests


3 Proctor Density IS:2720(P8) As Required 27 27 0 0 0 27 04 AIV IS:2386(P4) 1/200 cum 1445 1419 0 26 0 1445 05 FI & EI IS:2386(P1) 1/200 cum 1423 1397 0 26 0 1423 0


IS:2386(P4) 1/200 cum 0 0 0 0 0 0 0

7 Water Absorption IS:2386(P3) As Required 6 6 0 0 0 6 08 Moisture Content IS:2720(P2) 1/250 sqm 15531 15168 9 354 0 15522 99 Field Density IS:2720(P28) 1/500 sqm 15531 15168 9 354 0 15522 9

E Bitumen VG 301 Penetration IS: 1203

172.290MT

1/Lot 427 418 0 9 0 427 02 Ductility IS: 1208 1/Lot 427 418 0 9 0 427 03 Viscosity IS: 1206 1/Lot 0 0 0 0 0 0 04 Softening Point IS: 1205 1/Lot 427 418 0 9 0 427 05 Specific Gravity IS: 1202 1/Lot 427 418 0 9 0 427 06 Flash & Fair IS:1209 1/Lot 0 0 0 0 0 0 0


IS:1216 1/Lot 0 0 0 0 0 0 0


IS:1206 (P2) 1/Lot 0 0 0 0 0 0 0

F Bitumen - CRMB 601 Penetration IS: 1203

214.180MT

1/Lot 338 326 0 12 0 338 02 Softening Point IS: 1205 1/Lot 338 326 0 12 0 338 0

3 Elastic RecoveryIRC: SP: 53-2002

1/Lot 338 326 0 12 0 338 0

4 Separation TestIRC: SP: 53-2002

1/Lot 0 0 0 0 0 0 0

5 Specific Gravity IS: 1202 1/Lot 338 326 0 12 0 338 0

G Emulsion RS1 & SS1

1 Viscosity for SS1 IS: 1206

20MT

1/Lot 0 0 0 0 0 0 02 Residue for SS1 IS: 1204 1/Lot 0 0 0 0 0 0 03 Viscosity for RS1 IS: 1206 1/Lot 0 0 0 0 0 0 04 Residue for RS1 IS: 1204 1/Lot 0 0 0 0 0 0 0

H Aggregates


79




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests



IS:383 1/Day 5514 5466 0 48 0 5514 0


IS:383 1/Day 1882 1866 0 16 0 1882 0

3 Soundness IS:2386(P5) 1/Source 1 1 0 0 0 1 04 Water Absorption IS:2386(P3) 1/Source 14 14 0 0 0 14 05 FI & EI IS:2386(P1) 1/Day 1779 1763 0 16 0 1779 0


IS:2386(P4) 1/Day 1838 1822 0 16 0 1838 0


IS:2386(P7) 1/Source 1 1 0 0 0 1 0

8 Specific Gravity IS:2386(P3) 1/Source 20 20 0 0 0 20 09 Deleterious Content IS:2386(P2) 1/Source 1 1 0 0 0 1 0

I Cement1 Finess IS:4031(P1) 1/Batch 200 196 0 4 0 200 02 Consistancy IS:4031(P4) 1/Batch 200 196 0 4 0 200 03 I & F Setting Time IS:4031(P5) 1/Batch 200 196 0 4 0 200 04 Soundness IS:4031(P3) 1/Batch 200 196 0 4 0 200 0


IS:4031(P6)

0


1/Batch 194 191 0 3 0 194 0


1/Batch 199 195 0 4 0 199 0


1/Batch 193 188 0 5 0 193 0

6 Chemical Analysis IS:12269 1/Source 17 17 0 0 0 17 0

J Concrete

1 Slump Test IS:11991/TransitMixer

34896 34392 0 504 0 34896 0

2 Trial Mix Designs IS:10262-2009

1/DesignMix (or)1/Change ofSource

233 209 24 0 0 209 24


80




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests



IS: 516 1245m3

MORTHSec.1700

Table:1700-1

28151 27723 0 428 0 28151 0


IS:30251/Source,1/every 6months

17 17 0 0 0 17 0

2 pH 17 17 0 0 0 17 0

L Prime Coat


Sec.500 15297m2

RegularClose

Intervals

0 0 0 0 0 0 0

2 Spread Rate 2570 2506 0 64 0 2570 03 Viscosity IS:1206 1/Batch 0 0 0 0 0 0 0

M Tack Coat


Sec.500 66272m2

RegularClose

Intervals

0 0 0 0 0 0 0

2 Spread Rate 7376 7088 0 288 0 7376 03 Viscosity IS:1206 1/Batch 0 0 0 0 0 0 0

N Dense Bituminous Macadam (DBM)


4612MT

1set/Day 2738 2678 0 60 0 2738 0


1set/400T 629 614 0 15 0 629 0


ASTM-D-2172 1set/400T 1013 993 0 20 0 1013 0


MORTH -T500.11

1set/400T 3050 2990 0 60 0 3050 0


1set/400T 1095 1075 0 20 0 1095 0


1/250sqm 4590 4461 0 129 0 4590 0

7 FI & EI IS:2386(P1) 1/50cum 1577 1533 0 44 0 1577 08 AIV IS:2386(P4) 1/50cum 1576 1532 0 44 0 1576 09 LAA IS:2386(P4) As Required 0 0 0 0 0 0 0

10 Soundness IS:2386(P5) As Required 0 0 0 0 0 0 0


81




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests


11 Water Absorption IS:2386(P3) As Required 8 8 0 0 0 8 012 Sand Equivalent IS:2720(P37) As Required 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required 2 2 0 0 0 2 0


MORTHCl507.2.2

As Required 0 0 0 0 0 0 0

15 Water Sensitivity ASTM-D-1075 As Required 1 1 0 0 0 1 0


IS:6241 As Required 6 6 0 0 0 6 0

17 Rate of SpreadingReularIntervel

8235 8064 0 171 0 8235 0


ReularIntervel

8351 8180 0 171 0 8351 0



2Tests/Day 0 0 0 0 0 0 0


2Tests/Day 0 0 0 0 0 0 0


ASTM-D-2172 2Tests/Day 0 0 0 0 0 0 0

4 Bulk DensityMORTH -Sec500

2Tests/Day 0 0 0 0 0 0 0


1set/400T 0 0 0 0 0 0 0

6 FI & EI IS:2386(P1) 1/50cum 0 0 0 0 0 0 07 AIV IS:2386(P4) 1/50cum 0 0 0 0 0 0 08 LAA IS:2386(P4) As Required 0 0 0 0 0 0 09 Soundness IS:2386(P5) As Required 0 0 0 0 0 0 0

10 Water Absorption IS:2386(P3) As Required 0 0 0 0 0 0 011 Sand Equivalent IS:2720(P37) As Required 0 0 0 0 0 0 0


MORTHCl507.2.2




IS:6241 As Required 0 0 0 0 0 0 0


82




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests



0 0 0 0 0 0 0


ReularIntervel

0 0 0 0 0 0 0

P Semi Dense Bituminous Concrete


1set/Day 0 0 0 0 0 0 0


1set/400T 0 0 0 0 0 0 0


ASTM-D-2172 1set/400T 0 0 0 0 0 0 0


MORTH -T500.11

1set/400T 0 0 0 0 0 0 0


1set/400T 0 0 0 0 0 0 0


1/250sqm 0 0 0 0 0 0 0


QSemi Dense Bituminous Concrete(SDBC)

10 Soundness IS:2386(P5) As Required 0 0 0 0 0 0 011 Water Absorption IS:2386(P3) As Required 0 0 0 0 0 0 012 Sand Equivalent IS:2720(P37) As Required 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required 0 0 0 0 0 0 0


MORTHCl507.2.2




IS:6241 As Required 0 0 0 0 0 0 0


0 0 0 0 0 0 0


ReularIntervel

0 0 0 0 0 0 0


83




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests


R Bituminous Concrete (BC)


4004MT

1set/Day 835 809 0 26 0 835 0


1set/400T 328 318 0 10 0 328 0


ASTM-D-2172 1set/400T 383 371 0 12 0 383 0


MORTH -T500.11

1set/400T 1119 1077 0 42 0 1119 0


1set/400T 380 366 0 14 0 380 0


1/250sqm 3658 3527 0 131 0 3658 0


10 Soundness IS:2386(P5) As Required 0 0 0 0 0 0 011 Water Absorption IS:2386(P3) As Required 5 5 0 0 0 5 012 Sand Equivalent IS:2720(P37) As Required 0 0 0 0 0 0 013 Plasticity Index IS:2720(P5) As Required 3 3 0 0 0 3 0


MORTHCl507.2.2




IS:6241 As Required 4 4 0 0 0 4 0


BS:812(P114) As Required 0 1 0 0 0 1 0


Asph.Inst. MS-2 As Required 0 1 0 0 0 1 0


5324 5170 0 154 0 5324 0


ReularIntervel

5324 5170 0 154 0 5324 0

S Hume Pipes1 Physical Tests IS:458-2003 1/Lot 13 13 0 0 0 13 0


84




Total to date

RemarksQuantityThis

Month

Frequencyof Testing

No. oftests


2 Three Edge Bearing IS:3597 1/Lot 13 13 0 0 0 13 0T Ancillary Testing

1 CRS TMT Steel IS:1786 1set/Con. 24 24 0 0 0 24 02 Admixtures IS:9103 1set/Con. 5 5 0 0 0 5 0


1set/Con. 0 0 0 0 0 0 0

4 Bitumen Emulsion IS:8887 1set/Con. 4 4 0 0 0 4 0


1set/Con. 0 0 0 0 0 0 0


IS:2386 (P8) 1set/Source 2 2 0 0 0 2 0


BS: 812(P114) 1set/Source 1 1 0 0 0 1 0

U Calibrations


As Required 47 45 0 2 0 47 0


As Required 13 13 0 0 0 13 0

3 CTM As Required 8 8 0 0 0 8 0


85

29. Weather Report

WEATHER REPORT FOR THE MONTH OF APRIL-2016

Date

For Section -1A (From Km.1182+802 to Km.1251+000)@ Km.1219+600, Established on June 2011

For Section -1B (From Km.1251+000 to Km.1266+000)Section-2A (From Km.1266+000 to Km.1316+000)

@ Km.1270+000, Established on June 2011

For Section -2B (From Km.1316+000 to Km.1366+547)@ 1345+600, Established on Sep 2011

Min.Temp(0C)

Max.Temp(0C)

Min.Hum.(%)

Max.Hum.(%)

RainFall

(mm)

Cum.RainFall

(mm)

WeatherMin.Temp(0C)

Max.Temp(0C)

Min.Hum.(%)

Max.Hum.(%)

RainFall

(mm)

Cum.RainFall

(mm)

WeatherMin.Temp(0C)

Max.Temp(0C)

Min.Hum.(%)

Max.Hum.(%)

RainFall

(mm)

Cum.RainFall

(mm)

Weather

Up to Previous month 3836.4 Up to Previous month 3040.4 Up to Previous month 4064.91-Apr-16 27.5 38.9 42 85 0.0 3836.4 Sunny 28.9°C 34.1°C 66 50 0.0 3040.4 Sunny 27.0 35.0 44 89 0 4064.9 Sunny2-Apr-16 27.6 39.4 39 88 0 3836.4 Sunny 28.1°C 34.3°C 65 52 0.0 3040.4 Sunny 27.0 35.0 53 89 0 4064.9 Sunny3-Apr-16 27.9 39.6 42 86 0 3836.4 Sunny 28.2°C 34.4°C 64 53 0.0 3040.4 Sunny 27.0 36.0 53 89 0 4064.9 Sunny4-Apr-16 27.9 38.9 33 89 0 3836.4 Sunny 28.3°C 34.5°C 65 50 0.0 3040.4 Sunny 28.0 36.0 50 86 0 4064.9 Sunny5-Apr-16 27.4 40.0 20 88 0 3836.4 Sunny 28.2°C 34.6°C 63 49 0.0 3040.4 Sunny 29.0 38.0 34 86 0 4064.9 Sunny6-Apr-16 27.2 40.2 22 87 0 3836.4 Sunny 28.3°C 34.5°C 65 48 0.0 3040.4 Sunny 26.0 39.0 40 94 0 4064.9 Sunny7-Apr-16 27.4 40.2 33 89 0 3836.4 Sunny 28.4°C 34.7°C 66 45 0.0 3040.4 Sunny 28.0 37.0 53 89 0 4064.9 Sunny8-Apr-16 0 3836.4 Sunny 28.1°C 34.8°C 65 47 0.0 3040.4 Sunny 29.0 36.0 59 84 0 4064.9 Sunny9-Apr-16 0 3836.4 Sunny 28.3°C 34.4°C 64 49 0.0 3040.4 Sunny 28.0 35.0 53 84 0 4064.9 Sunny10-Apr-16 27.1 40.2 20 92 0 3836.4 Sunny 28.2°C 34.6°C 67 48 0.0 3040.4 Sunny 27.0 36.0 47 89 0 4064.9 Sunny11-Apr-16 27.3 4.3 20 99 0 3836.4 Sunny 28.1°C 35.1°C 66 46 0.0 3040.4 Sunny 26.0 37.0 39 94 0 4064.9 Sunny12-Apr-16 27.4 41.1 22 88 0 3836.4 Sunny 28.3°C 34.3°C 68 45 0.0 3040.4 Sunny 27.0 37.0 50 94 0 4064.9 Sunny13-Apr-16 28.8 42.8 20 87 0 3836.4 Sunny 28.4°C 34.5°C 656 43 0.0 3040.4 Sunny 28.0 42.0 35 89 0 4064.9 Sunny14-Apr-16 29.3 42.0 38 86 0 3836.4 Sunny 28.5°C 34.7°C 66 40 0.0 3040.4 Sunny 30.0 39.0 42 84 0 4064.9 Sunny15-Apr-16 29.3 41.3 38 86 0 3836.4 Sunny 28.7°C 34.8°C 62 40 0.0 3040.4 Sunny 29.0 37.0 44 89 0 4064.9 Sunny16-Apr-16 28.3 40.0 45 87 0 3836.4 Sunny 28.6°C 34.9°C 62 40 0.0 3040.4 Sunny 28.0 40.0 44 89 0 4064.9 Sunny17-Apr-16 28.5 39.0 46 89 0 3836.4 Sunny 28.4°C 34.5°C 63 42 0.0 3040.4 Sunny 29.0 36.0 56 84 0 4064.9 Sunny18-Apr-16 28.5 39.5 40 88 0 3836.4 Sunny 28.8°C 34.4°C 69 40 0.0 3040.4 Sunny 29.0 36.0 53 84 0 4064.9 Sunny19-Apr-16 28.2 40.7 37 86 0 3836.4 Sunny 28.7°C 34.6°C 68 42 0.0 3040.4 Sunny 28.0 38.0 50 86 0 4064.9 Sunny20-Apr-16 28.0 41.2 38 86 0 3836.4 Sunny 28.9°C 34.7°C 67 40 0.0 3040.4 Sunny 28.0 39.0 46 83 0 4064.9 Sunny21-Apr-16 29.2 42.2 25 83 0 3836.4 Sunny 29.0°C 35.4°C 65 40 0.0 3040.4 Sunny 28.0 42.0 41 86 0 4064.9 Sunny22-Apr-16 29.1 43.3 20 85 0 3836.4 Sunny 29.8°C 37.5°C 62 42 0.0 3040.4 Sunny 31.0 44.0 24 88 0 4064.9 Sunny23-Apr-16 30.2 43.7 20 84 0 3836.4 Sunny 29.9°C 37.9°C 50 22 0.0 3040.4 Sunny 30.0 42.0 42 79 0 4064.9 Sunny24-Apr-16 30.2 43.9 20 83 0 3836.4 Sunny 30.3°C 37.6°C 61 30 0.0 3040.4 Sunny 31.0 42.0 34 81 0 4064.9 Sunny25-Apr-16 30.3 42.5 40 85 0 3836.4 Sunny 30.3°C 36.8°C 60 43 0.0 3040.4 Sunny 30.0 39.0 49 83 0 4064.9 Sunny26-Apr-16 29.5 40.5 45 77 0 3836.4 Sunny 30.1°C 35.3°C 68 49 0.0 3040.4 Sunny 29.0 36.0 55 84 0 4064.9 Sunny27-Apr-16 28.8 39.0 34 83 0 3836.4 Sunny 30.5°C 34.8°C 65 48 0.0 3040.4 Sunny 29.0 36.0 53 89 0 4064.9 Sunny28-Apr-16 28.4 42.2 24 87 0 3836.4 Sunny 30.4°C 34.9°C 62 40 0.0 3040.4 Sunny 29.0 38.0 48 86 0 4064.9 Sunny29-Apr-16 28.4 42.5 22 86 0 3836.4 Sunny 30.5°C 35.1°C 64 44 0.0 3040.4 Sunny 29.0 37.0 53 89 0 4064.9 Sunny30-Apr-16 28.4 42.7 21 83 0 3836.4 Sunny 30.1°C 34.8°C 66 40 0.0 3040.4 Sunny 28.0 37.0 50 89 0 4064.9 Sunny

3836.4 Sunny 0.0 3040.4 Sunny 4064.9 Sunny


86

TOTAL

DESCRIPTION SECTION - 1A SECTION - 1B & 2A SECTION - 2BRainy Days for the month of Apr-2016 : 00 day 00 day 00 dayRainfall for the month of Apr-2016 : 0 0.0 0Cumilative Rainfall up to the month of Apr-2016 : 3836 3040.4 4064.9Average Min.Temperature for the month of Apr-2016 : 28.43 28.98 28.40Average Max.Temperature for the month of Apr-2016 : 39.71 35.05 37.90Average Min.Humidity for the month of Apr-2016 : 30.93 84.00 46.47Average Max.Humidity for the month of Apr-2016 : 86.50 43.57 86.97


87

Weather data from Meteorological Departments from NELLORE, KAVALI, ONGOLE DATA 2000-2009From Aug 2015to Jan 2016

DAILY DATA RECORDED AT NELLORE OBSERVATORY DAILY DATA RECORDED AT KAVALI OBSERVATORY DAILY DATA RECORDED AT ONGOLE OBSERVATORY

Year TEMPERATURERAINF

ALLRELATIVEHUMIDITY MSLP TEMPERATURE

RAINFALL

RELATIVEHUMIDITY MSLP TEMPERATURE

RAINFALL

RELATIVEHUMIDITY MSLP

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

01-08-2015 37.6 25.7 11.00 72 57

1008.7

1004.5 37.6 27.2 0.00 61 36

1008.1

1004.5 37.6 25.7 6.00 76 61

1008.2

1004.6

02-08-2015 37.4 24.6 3.60 75 49 1009 1004 38.2 26.3 0.00 59 57

1008.6

1004.3 37.5 26.1 2.00 71 70 1008

1004.5

03-08-2015 37 28 0.20 67 44

1007.4

1003.4 38.2 28.2 0.00 57 66

1007.4

1003.4 36.9 27 0.00 61 55

1006.3

1003.2

04-08-2015 37.3 26 6.70 73 46

1006.1

1002.6 38 26.8 1.50 60 38

1005.9

1002.5 36.7 28.1 0.00 57 37

1004.8

1001.6

05-08-2015 36.9 28.1 0.00 59 44

1006.7 1002 37.8 26.8 0.80 57 85

1006.6

1002.3 36.4 27.2 0.20 59 66 1006

1002.8

06-08-2015 37.7 27.5 1.30 57 44

1005.2

1001.3 37.4 25.3 18.70 68 43

1005.3

1001.3 37.2 25.8 3.50 70 38

1005.1

1000.5

07-08-2015 37.9 27.9 0.70 68 55

1005.6

1001.2 36.6 27.1 0.50 66 53

1005.5

1002.6 37.6 26.1 6.20 78 51

1004.2

1001.2

08-08-2015 36.2 26.5 9.30 71 48

1005.5

1001.5 34.9 27 0.00 65 46

1005.2

1001.5 35 27.9 0.00 67 44

1004.7

1001.1

09-08-2015 36.1 29 0.00 62 47

1003.8 999.8 35.5 27.2 0.00 63 44

1003.4

1000.1 36.3 27.6 1.70 78 52

1003.5

1000.5

10-08-2015 35.8 29.1 0.00 58 43

1003.1 999 36.6 29.3 0.00 57 43

1002.7 999.3 35.4 28.3 0.00 78 50

1002.9 999.4

11-08-2015 38 25.8 20.50 80 53

1004.5

1001.2 37 26.1 3.60 70 53

1004.4

1001.4 36 27.2 1.40 74 45 1004

1001.3

12-08-2015 36.9 26.4 6.20 82 65

1006.4

1002.7 37.6 25 20.00 89 58

1006.6 1003 36.3 24.8 60.90 95 66

1006.2

1002.9

13-08-2015 32 27.3 0.00 71 48

1006.4

1002.6 33 26 0.00 72 51

1006.2

1002.6 32.7 26.5 0.00 75 52

1005.9

1002.4

14-08-2015 35.4 26.6 0.10 76 38

1007.1

1002.2 35 26.2 1.50 64 42

1006.8

1002.6 34.1 27.5 0.00 68 43

1006.1

1001.6

15-08-2015 37.1 28.3 0.00 63 59

1006.9

1003.7 37.4 27.9 0.00 73 62 1007 1004 37.4 28.1 0.00 71 45

1006.3

1004.1

16-08-2015 38.5 27 0.00 83 64

1009.3 1006 38.4 26.6 0.00 73 53

1009.6

1005.9 37.8 25.7 3.30 93 66

1009.2

1005.9

17-08-2015 33.6 27.3 0.50 79 70

1008.1

1004.9 36 27.5 0.00 79 69

1008.3

1004.6 31.9 27.1 0.00 81 67

1008.1

1004.3

18-08-2015 37.4 27.2 0.00 77 60

1008.8

1005.6 36.4 27 0.00 67 74

1009.4

1005.8 36.7 27.2 0.00 68 60

1008.9

1005.5

19-08-2015 36.7 27.1 0.00 75 63

1010.3

1006.4 35.3 27.5 0.00 73 73

1009.5

1006.6 35.8 27.7 0.00 74 63

1010.7

1006.3

20-08-2015 36.4 27.7 0.00 73 60 1010

1006.4 36 27.6 0.00 76 74

1010.2 1006 35.7 28.1 0.00 74 65

1010.3

1005.6

21-08-2015 38 23.4 53.30 92 55 1010

1005.4 36 22.9 81.70 93 59

1010.2

1005.5 36.2 24.6 11.00 76 55

1009.3 1005

22-08-2015 35 24 67.00 98 77

1009.5 1005 34.7 24.5 5.00 95 70

1009.6

1004.9 35.3 23.3 32.50 96 71 1008

1004.4


88



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

23-08-2015 31.5 25.1 0.80 73 71

1007.4

1004.6 31.8 25.7 0.40 72 58

1007.1

1004.6 30.8 26.5 0.20 75 62

1006.8

1005.8

24-08-2015 32 26.5 10.70 71 56

1008.4

1005.1 34 27 0.00 68 53

1008.2

1005.3 35.8 25.6 1.30 71 54

1008.1

1004.7

25-08-2015 34.9 27.9 0.00 70 53

1007.7

1003.6 36.3 27.7 0.00 64 45

1007.4

1004.2 36.5 27.2 0.00 71 58

1007.2

1003.4

26-08-2015 35.4 28.5 0.00 65 56

1006.2

1002.4 36 28.1 0.00 60 46

1006.3

1002.4 36.9 26.5 5.30 67 64

1005.6

1001.7

27-08-2015 33.5 27.9 0.00 72 60

1004.3

1002.6 35.5 27.5 0.00 71 55

1004.3

1002.4 33.6 27.1 0.00 73 53

1004.8

1002.5

28-08-2015 34.7 25.4 7.10 87 66

1006.8

1003.8 35 24.7 15.40 87 53

1006.8

1003.6 34.6 25 2.70 85 52

1006.3 1003

29-08-2015 32.2 26.5 0.00 65 50

1006.8

1002.8 34 27 0.00 65 50

1006.5

1003.4 34.3 27.3 0.00 65 51

1006.2

1002.4

30-08-2015 36.4 28.7 0.00 60 51

1007.7 1004 35.1 28.2 0.00 66 82

1007.4 1004 36 26.3 0.50 78 50 1007

1003.4

31-08-2015 37 28.5 0.00 60 48

1008.4 1005 36.3 28.1 12.80 58 62

1007.8

1004.9 36 28.6 0.00 64 42

1007.9

1005.2

01-09-2015 37.5 28.6 0.00 64 47

1007.3

1004.3 36.3 27.4 0.00 66 59

1007.3

1004.3 37.3 27.7 0.00 69 53 1007

1004.1

02-09-2015 37.4 28.5 0.00 72 50

1007.2

1003.8 37.4 27.5 0.00 73 50

1006.8

1003.4 37.5 28 0.00 74 50 1007

1003.4

03-09-2015 36.3 28.1 0.00 73 72

1008.1

1005.6 37 27.6 0.00 43 60

1008.3

1005.5 38 28 0.00 67 67

1007.5

1005.3

04-09-2015 37.8 27.8 0.00 73 67

1011.2

1007.4 37.6 27.5 0.00 71 64

1010.9

1007.5 37.7 28.1 0.00 73 59

1011.1

1008.3

05-09-2015 37 27.9 0.00 71 63

1011.9

1007.1 36.4 27.4 0.00 66 64

1011.2

1007.6 36.1 27.7 0.00 74 69

1012.2

1007.7

06-09-2015 37.4 28.1 0.00 72 92

1010.6

1007.8 35.3 28 0.00 75 84

1010.5

1008.8 37.7 28.2 0.00 75 87

1010.6 1009

07-09-2015 36.3 25 37.80 86 73

1010.6

1007.3 35.4 25.5 12.20 81 70 1012

1007.7 36.5 25.2 4.30 76 73

1010.9

1007.2

08-09-2015 30.5 25.9 0.00 82 70

1010.3

1006.7 30.5 25.2 0.00 74 74

1010.4

1006.6 32.1 26.1 0.00 71 79

1010.1

1006.3

09-09-2015 34.4 24.6 5.90 90 75

1010.4

1005.9 34.9 24.1 0.80 87 67

1010.2

1005.9 35.9 24.2 0.90 85 58

1009.5

1005.5

10-09-2015 33 24.9 25.60 88 68

1010.1

1005.5 34.6 25 0.20 84 70

1010.3

1005.6 35 24.2 3.50 84 73

1009.7

1005.4

11-09-2015 33 25.8 3.60 83 74

1009.1

1005.3 33.5 25.2 8.20 77 74

1009.2

1005.8 33.2 25.1 0.00 76 75

1008.5

1004.1

12-09-2015 32.9 26 4.50 78 69

1008.4

1005.3 33.2 25.8 0.10 77 53

1008.2

1005.4 35 25.6 0.70 76 61

1007.9

1004.9

13-09-2015 33.4 27.2 0.00 71 58

1009.2

1005.4 34 27.2 0.00 71 53

1009.8

1005.2 34.1 25.6 0.00 84 61

1009.4 1005

14-09-2015 34.3 28.1 0.00 73 60

1008.5

1003.6 34.2 26.5 0.60 81 50

1008.7

1003.7 33.8 25.5 6.30 92 67

1008.3

1003.2

15-09-2015 33.5 28.3 0.00 61 57

1006.4

1002.3 34.2 27.6 0.00 60 50

1006.1

1002.4 32.7 26.5 0.70 70 63

1005.6

1001.6

16-09-2015 34.7 26.3 3.00 71 59

1004.9

1000.6 35.1 27.8 0.00 62 55

1004.7

1000.7 34.5 27.1 0.00 72 61

1004.2

1000.1

17-09-2015 34 27.6 0.00 67 64

1003.7

1000.8 34.3 28 0.00 61 55

1003.4

1000.7 34.1 27.6 0.00 71 58

1002.7

1000.4


89



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

18-09-2015 33.9 27.1 0.00 65 65

1005.2

1002.6 35.1 27.1 0.00 61 78

1005.4 1003 34.6 27.6 0.00 64 70

1005.2

1002.6

19-09-2015 36.6 25.6 18.90 89 74

1005.6

1003.2 37.4 25.6 1.80 87 58

1005.6

1003.3 37.5 27 0.00 79 70

1005.7

1003.2

20-09-2015 31.2 27.2 0.00 83 64

1006.9

1003.6 33.1 26.5 0.00 78 53

1006.8

1003.8 34.7 27.5 0.00 82 55

1006.3

1003.3

21-09-2015 35.1 24.4 30.50 87 55

1008.2

1004.5 34.4 25 1.90 83 72

1008.5

1004.6 34.1 26.3 0.00 78 62

1008.1

1004.3

22-09-2015 35 26.6 0.00 79 72 1008

1005.2 36.9 26.5 0.00 74 68 1009

1005.5 37.2 27 0.00 75 57 1009

1005.5

23-09-2015 36.9 27.5 0.00 78 69

1010.5

1006.7 36.5 27.5 0.00 75 71

1010.5

1007.1 36.8 28.6 0.00 74 62

1010.2

1006.5

24-09-2015 37 27.5 0.00 75 72

1009.5

1005.5 37.5 27.4 0.00 67 68

1009.6

1005.7 36.8 28.1 0.00 67 59 1009

1005.6

25-09-2015 37.9 27.5 0.00 72 70 1008

1003.9 38.7 27.5 0.00 71 69

1007.7

1004.5 37.9 27.8 0.00 73 75

1007.9

1004.3

26-09-2015 38.4 23.3 55.30 89 64

1009.5

1004.5 37.9 23.8 7.80 71 69

1009.9

1005.1 38.7 24.2 10.70 80 56

1009.1

1006.1

27-09-2015 35.1 26.3 0.00 81 74 1009

1006.2 36.5 26.7 0.00 70 90

1009.2

1007.3 37.1 25.3 2.00 70 71

1008.6

1005.2

28-09-2015 35 26.4 0.60 82 55

1007.9

1004.9 36 22.6 11.40 76 48

1008.3

1004.9 36.5 25.7 0.00 69 54 1008

1004.3

29-09-2015 35.2 26.4 0.00 75 70 1008

1006.4 35.5 27 0.00 83 68

1008.2

1006.8 37.7 27 0.00 73 60

1008.5

1006.4

30-09-2015 33.4 25.9 23.20 89 75 1010

1007.7 32.9 26.5 0.00 80 78

1010.9

1008.8 35.8 25.7 0.70 90 76 1011

1008.2

01-10-2015 30.8 26.2 4.50 83 79

1011.2

1008.7 31.5 25.1 10.90 89 79 1012

1009.3 31.6 24.6 32.90 95 79

1011.5

1008.9

02-10-2015 32.9 26.1 7.10 86 80 1013

1009.4 31.4 24.9 14.70 87 75

1012.9

1009.3 32.9 25.7 0.00 89 79

1013.3

1008.3

03-10-2015 35.4 25 8.80 96 76

1013.4

1008.5 34 24.5 34.70 95 86

1012.7 1009 32.7 26.7 0.00 78 76 1012

1008.1

04-10-2015 31 25 15.20 83 69

1011.5

1007.8 29.3 24.6 9.90 85 77

1011.7

1008.4 31.9 25.2 2.70 85 84

1011.5

1009.1

05-10-2015 35 26.3 0.00 76 81

1010.6

1007.1 34.4 24.8 0.00 81 67

1010.9

1007.5 35.3 24.3 6.80 89 73

1010.3

1006.9

06-10-2015 35 26 0.00 75 66

1009.7

1005.7 33.5 25.6 0.00 80 68

1010.1 1006 35 25.7 0.00 83 63 1010

1005.9

07-10-2015 34.9 26 0.00 71 65

1008.9

1006.6 34.2 25.3 0.00 79 63

1009.3

1006.6 36.7 26.5 0.00 79 64

1009.4

1006.6

08-10-2015 36.1 26.1 0.00 77 70

1010.2

1006.8 35 25.3 0.00 76 64

1009.9

1006.4 36.1 26.1 0.00 71 65

1009.4

1006.1

09-10-2015 36.7 24.9 26.60 84 68

1009.9

1005.8 36.5 25.4 0.00 83 50

1009.6

1006.3 36.3 26.7 0.00 78 47 1009

1005.1

10-10-2015 34 27.1 0.00 77 66

1010.2 1007 36.2 26.9 0.00 74 69

1010.5 1007 36.5 27.9 0.00 74 53

1009.3

1006.4

11-10-2015 37.4 26.9 0.00 79 76

1011.9

1008.9 37.5 27.1 0.00 76 63 1012 1009 38.6 28 0.00 68 52

1011.9

1008.7

12-10-2015 35.8 27.7 0.00 85 58

1013.1

1009.1 37 27.9 0.00 81 57

1013.1

1009.5 36.9 28.1 2.80 72 62

1012.8

1008.6

13-10-2015 36.6 26.4 0.00 74 55

1012.6

1008.9 36.2 25.8 0.00 83 57

1012.6

1009.4 36.3 25.7 0.00 74 50

1012.4

1009.1


90



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

14-10-2015 37.1 25.5 0.00 79 52

1013.3

1009.6 37 24.6 0.00 84 52

1013.8

1009.8 37.4 25.2 0.00 85 61

1013.3

1009.7

15-10-2015 36.5 26.4 0.00 76 65

1012.3

1009.4 37.4 25.7 0.00 76 65

1012.8

1009.7 36.9 26.1 0.00 76 59

1012.5 1009

16-10-2015 35.4 26.4 0.00 75 65

1013.3

1010.1 34.9 25.2 0.00 78 67

1013.8

1009.9 35.4 26.2 0.00 78 63

1013.7

1010.2

17-10-2015 34.5 26.1 0.00 76 66

1014.4

1010.2 33.9 25 0.00 78 69

1014.7

1010.7 35.3 27.1 0.00 75 63

1014.8

1010.3

18-10-2015 35 26.4 0.00 77 66

1014.7

1011.6 33.6 26 0.00 78 65 1015

1012.1 35.6 26.5 0.00 74 59

1015.2 1012

19-10-2015 35.4 25.9 0.00 73 60 1015

1010.3 34.1 25.4 0.00 76 63

1014.9

1010.9 35.8 26.6 0.00 76 62

1015.2

1010.4

20-10-2015 35 25.6 0.00 76 63

1012.5

1008.8 34.6 25.3 0.00 79 69

1012.8

1009.2 35.9 25.9 0.00 74 61

1012.5

1008.4

21-10-2015 35.6 26 0.00 78 61

1011.9

1008.9 34.8 25.3 0.00 76 62

1012.4

1009.2 36.1 25.9 0.00 76 60

1012.3

1008.4

22-10-2015 35.5 25.2 0.00 75 59

1013.3

1009.6 35 25 0.00 76 67

1013.5 1010 36 25 0.00 76 57

1013.4

1009.6

23-10-2015 35.4 23.6 0.00 70 62 1013

1010.2 34.9 23.6 0.00 70 61

1013.2

1009.8 36.2 25 0.00 68 48 1013

1009.8

24-10-2015 35.1 24 0.00 75 58

1012.4

1010.8 34.5 23.8 0.00 75 60

1012.7

1009.8 37.4 24.6 0.00 73 61

1012.6

1009.9

25-10-2015 34.7 24.3 0.00 73 60

1013.8

1011.1 33.6 24.2 0.00 75 56

1014.1

1011.5 35.3 25.1 0.00 74 54

1014.1

1011.2

26-10-2015 34.9 25.4 0.00 77 66

1014.3

1011.1 34 25.2 0.00 75 64

1014.3

1011.6 34.8 25.1 0.00 72 55

1014.1

1010.9

27-10-2015 33.4 25.2 0.00 77 73

1013.9

1010.2 32.9 25.3 0.00 77 66

1014.2

1010.9 35.5 24.5 0.00 73 57 1014

1010.4

28-10-2015 33.7 24.3 6.10 93 72

1014.1

1010.6 33.6 24.6 0.70 86 77

1014.2

1011.1 35.8 24.8 0.00 80 70

1013.4

1010.6

29-10-2015 32.9 24.5 0.00 76 73

1013.2

1009.5 32.1 24.5 6.20 83 69

1013.3

1009.7 33.5 25.4 0.00 79 68

1013.3

1009.2

30-10-2015 34.4 25.6 0.00 83 78

1011.4

1008.4 33.2 25.1 0.40 86 70 1012

1008.7 34.8 25.1 1.00 79 69

1011.6

1007.6

31-10-2015 32.9 25.3 3.80 80 70 1011

1008.6 32.9 24.8 0.00 79 69

1011.1

1009.1 34.9 25.1 0.00 80 59

1011.2

1009.1

01-11-2015 32 24.6 0.00 76 68

1012.5

1008.9 33.3 23.5 0.00 78 64

1012.7

1009.4 33 24.2 0.00 77 63

1012.6

1009.2

02-11-2015 33.8 25.3 0.60 85 70

1014.2

1010.1 33.3 24.8 0.70 82 74

1013.9

1010.7 35.3 25.4 0.00 80 74

1013.9

1009.9

03-11-2015 33.5 26 0.10 90 79

1013.5

1010.6 32.4 26.1 0.00 85 71

1013.7

1010.9 33.1 25.2 0.00 82 71

1014.2

1010.5

04-11-2015 30.9 25.5 1.20 73 73

1013.3

1009.6 32 24.4 1.40 90 73

1014.1

1009.8 34 25 4.50 87 74

1013.9

1009.8

05-11-2015 33 26 0.00 78 71

1013.5

1009.3 33 25.6 0.00 74 69

1013.3

1010.8 35.1 25.6 0.00 80 65

1013.6

1009.2

06-11-2015 34.4 25.7 0.00 78 69

1012.2

1008.8 33.2 24.8 0.00 80 67

1012.1

1009.2 34.5 25 0.00 82 63

1012.7 1009

07-11-2015 33.9 25 0.00 80 66

1013.5

1009.8 33.4 24.3 0.00 81 65

1013.2

1010.7 36.1 24.7 0.00 77 65

1013.5 1010

08-11-2015 33.1 25.2 15.30 93 92

1013.4

1009.7 32.8 25.3 0.00 80 70

1013.5

1010.9 34.5 24.1 0.00 71 57

1014.4

1010.2


91



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

09-11-2015 29.9 24.5 32.70 95 96

1010.2

1006.3 31.1 23.9 25.00 93 91

1012.1

1008.6 34.2 22.2 10.70 93 91

1012.7

1008.6

10-11-2015 26.9 23.4 96.80 95 98

1007.8

1005.8 26.1 23.4 68.90 94 73 1009

1007.3 25.7 21.8 15.20 88 78

1010.5 1008

11-11-2015 26.7 24 77.70 98 93

1011.2

1009.8 28 23 33.40 93 89

1012.5

1010.4 25.8 22.8 TRACE 83 75

1012.3

1009.4

12-11-2015 28.6 24 25.50 97 87

1013.6

1011.6 26.9 24.3 10.40 93 75

1014.5

1012.1 30.2 23.3 0.00 81 62

1014.2

1011.6

13-11-2015 29 23.4 3.70 90 80

1015.5

1011.6 30.3 22.2 0.00 85 70

1015.8

1012.2 33 22.3 0.00 79 65

1015.4

1011.4

14-11-2015 30.5 22.9 0.00 88 76

1013.3

1009.3 30.7 21.4 0.00 85 76

1013.3

1010.3 33.3 21.8 0.00 77 69

1013.8

1009.4

15-11-2015 30.9 24 0.00 88 95

1010.9

1007.7 30.4 23.2 0.00 83 76

1011.3

1010.3 33 23.3 0.00 74 64

1011.6

1008.3

16-11-2015 26.3 22.2 105.40 98 100 1010 1006 27.3 21.7 108.60 93 94

1012.7

1006.2 30 22.1 13.40 96 94

1012.2 1008

17-11-2015 24.6 20.6 123.10 100 98

1008.5

1007.5 24.8 19 157.80 94 93

1008.5

1009.3 24.1 18.4 42.60 96 98

1009.7

1008.6

18-11-2015 22.1 21 108.00 100 100

1011.7

1008.5 21.6 20.4 5.40 94 91

1012.3

1010.1 20.9 20 3.70 91 87

1011.8

1009.2

19-11-2015 25 21.5 116.00 98 98

1012.5 1011 24.9 23.3 32.80 95 96 1008

1011.8 27.6 22.2 9.30 96 88

1012.7 1011

20-11-2015 25.9 23.7 9.00 98 96 1013

1010.9 26.3 23 63.40 93 95

1013.1

1011.6 26.4 22.9 26.80 96 93

1013.4

1010.9

21-11-2015 27 23.5 5.60 93 92

1013.8

1009.5 27.9 23 28.30 93 86

1013.3

1009.9 27.2 23.1 16.30 96 83

1014.2

1010.2

22-11-2015 28.3 24.2 24.90 97 93

1012.8

1010.2 28.6 24 10.00 86 80

1012.9 1011 28.8 23.1 2.00 93 79

1013.5

1010.8

23-11-2015 27.9 24.1 0.00 95 83

1013.7

1010.6 29.6 24.7 0.00 79 77

1014.2

1011.3 30.3 23.3 0.00 93 77

1014.6

1010.7

24-11-2015 30.2 24.4 0.20 92 74

1014.9 1011 30.2 23.7 0.00 90 72

1015.1

1011.4 31.1 23.3 0.00 95 72

1015.4

1011.4

25-11-2015 30.9 23.4 0.00 93 73 1014

1011.2 31 22.4 0.00 93 74

1014.4

1011.3 31.5 22.9 0.00 90 70

1013.7

1011.4

26-11-2015 30.7 24.6 0.00 86 73

1013.8

1010.5 30.4 23 0.00 92 74

1014.4

1010.9 32.1 23 0.00 90 76

1014.3

1010.5

27-11-2015 31.9 23.4 0.00 85 70

1012.6

1009.4 30.5 22.3 0.00 90 74 1013

1009.9 31.8 22.9 0.00 88 77

1012.7

1009.6

28-11-2015 31.8 23.4 0.00 85 76

1014.3

1012.5 30.1 22.4 0.00 90 70

1014.8

1012.9 31.9 22.5 0.00 90 74

1014.9

1012.6

29-11-2015 31 25 0.00 89 96

1014.5

1012.6 30.3 23.9 0.00 85 93

1015.7

1012.9 32.2 22.9 0.00 85 78

1015.7

1012.4

30-11-2015 29.3 24.4 21.40 97 97

1016.5

1012.1 29.9 23.6 88.40 96 90

1016.6

1012.7 31.3 23.8 2.00 92 77

1016.7

1012.7

01-12-2015 26.8 23.1 35.90 98 95

1013.9

1010.4 26.8 23.5 37.10 95 78

1014.7

1010.7 29.8 23.8 6.80 95 80

1014.7 1011

02-12-2015 26 23.1 12.30 98 95

1014.4

1012.4 27.5 22 67.80 95 92

1014.7

1011.8 29 22.6 54.40 96 92

1015.5

1012.7

03-12-2015 25.8 22 58.40 96 98

1014.6

1011.5 26 22.1 36.30 95 87

1014.9

1011.9 26.3 22.4 1.70 87 73

1014.9

1011.5

04-12-2015 27.4 23.3 10.50 96 84

1014.2 1011 29.2 23 0.30 95 73 1015

1011.8 31.6 23 0.00 93 74

1015.1

1011.6


92



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

05-12-2015 29.4 23.5 0.00 93 75

1014.7

1011.8 29.7 22.6 0.30 93 77

1015.2

1011.8 32.5 22.1 0.00 91 77

1014.9

1011.5

06-12-2015 31.1 23.2 0.00 90 74

1014.9

1011.9 30 22.4 0.00 91 71

1015.1

1012.3 31.3 22.5 0.00 88 71

1015.5

1012.4

07-12-2015 30.5 23.1 0.00 88 71

1015.5

1012.3 29.6 21.8 0.00 90 73 1016

1012.8 31.5 21.2 0.00 88 67 1016

1012.6

08-12-2015 30.9 22.4 0.00 85 67

1016.5

1012.9 29.6 21.2 0.00 86 77

1016.8

1013.1 31.5 21.2 0.00 86 73

1016.8

1012.4

09-12-2015 30.4 23 0.00 86 84

1016.2

1012.8 30.4 21.8 0.00 83 78

1016.8

1013.7 32.4 21 0.00 88 74

1016.7

1013.5

10-12-2015 27 23.4 0.00 88 66

1016.2

1012.2 27.8 22.1 0.00 87 67

1016.6

1012.7 30.8 21.6 0.00 86 65

1016.8

1012.1

11-12-2015 30.9 23.5 0.00 87 75 1014 1010 30.6 22 0.00 88 79

1014.1

1010.5 31.8 22.2 0.00 83 76

1014.3

1009.5

12-12-2015 31.3 24.4 0.00 89 71

1012.3

1009.3 31 24 0.00 88 76

1012.6

1010.1 32.4 24.5 0.00 89 75

1012.9

1009.4

13-12-2015 31 23.6 0.00 80 67

1013.1

1010.8 32.6 22.6 0.00 85 63

1013.5

1011.2 32.3 23.4 0.00 88 70

1012.5

1011.2

14-12-2015 31.4 23 0.00 87 69

1014.5 1011 31.3 21.9 0.00 86 66

1015.5

1012.3 31.5 21 0.00 86 67 1015 1011

15-12-2015 31.9 22 0.00 81 67

1014.1

1011.2 30.6 20.4 0.00 89 64

1013.9

1011.5 31.6 20.6 0.00 86 70

1013.8

1011.1

16-12-2015 30.9 22 0.00 80 74 1015

1011.5 30.4 20.7 0.00 86 67 1015

1012.5 31.3 21.1 0.00 86 70

1015.3

1011.5

17-12-2015 31 23 0.00 82 72

1014.8

1011.1 30.5 21.2 0.00 88 70

1015.7

1011.3 31.3 21.6 0.00 86 67 1015

1010.9

18-12-2015 31.3 23.2 0.00 81 75

1015.5 1012 31.2 21.9 0.00 87 70

1015.2

1012.2 31.4 22 0.00 86 72

1015.6

1012.2

19-12-2015 30.9 24.7 0.00 87 71

1017.5

1014.1 31.5 23.3 0.00 88 73

1017.5

1014.4 31.9 23 0.00 87 73

1017.6

1014.3

20-12-2015 32.4 24.1 0.00 83 70

1017.5

1013.2 31.1 22.6 0.00 88 71

1018.4

1014.3 31.3 22.6 0.00 90 71

1017.8

1013.4

21-12-2015 31.6 23.6 0.00 81 64

1016.7

1012.4 31 22.9 0.00 87 71

1017.5

1013.1 31.9 22.7 0.00 84 70

1017.2

1013.1

22-12-2015 31.9 23.7 0.00 82 70 1017

1013.8 32.2 22.4 0.00 85 69

1017.4

1014.3 32.3 22.3 0.00 88 69

1017.3

1014.1

23-12-2015 32.4 23.6 0.00 80 68

1017.3

1013.6 31.1 22.8 0.00 88 69

1018.4

1014.1 31.7 22.2 0.00 87 68

1017.6

1013.3

24-12-2015 31.9 23.3 0.00 85 68

1016.2

1013.1 32.1 22.2 0.00 88 72

1016.1

1013.7 32.1 22.3 0.00 88 70

1016.4

1013.3

25-12-2015 31.9 23.2 0.00 87 72

1016.7

1013.4 31.5 22.5 0.00 87 68

1017.5

1013.3 32.3 22.5 0.00 85 52

1016.8

1013.3

26-12-2015 30.4 21.1 0.00 60 74

1018.2

1014.3 31.4 19.5 0.00 57 67

1018.2

1015.7 33 19.7 0.00 47 63

1018.4

1014.5

27-12-2015 29 22.3 0.00 85 69

1018.5

1015.3 27.6 21.9 0.00 84 67

1018.7

1016.4 26.6 20.4 0.00 83 68

1018.6

1015.9

28-12-2015 30.9 21.5 0.00 83 65

1020.3

1017.1 30.1 19.6 0.00 84 70 1015

1017.5 31 19.1 0.00 80 62

1021.2

1017.2

29-12-2015 30.9 21.3 0.00 85 63

1018.9

1015.1 30.2 19.6 0.00 51 71

1016.9

1015.5 32.1 20.1 0.00 84 63

1019.5

1014.9

30-12-2015 32.1 21 0.00 98 67

1017.4 1014 31.2 19.7 0.00 93 67

1017.1

1014.5 33.6 20.3 0.00 87 70

1017.8 1014


93



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

31-12-2015 30.9 21.5 0.00 91 71

1018.2

1015.8 30.3 19.9 0.00 88 69

1018.3

1016.6 31.7 19.8 0.00 94 68

1018.8

1015.9

01-01-2016 29.4 22.5 0.00 86 67

1019.1

1016.6 30.1 21.3 0.00 86 70 1019

1017.6 31.1 21 0.00 88 58

1019.9

1016.6

02-01-2016 31.4 21.4 0.00 86 63

1020.1

1015.9 30.1 20.6 0.00 53 65

1019.9

1016.5 31.9 20.2 0.00 86 62

1020.3

1016.2

03-01-2016 32 21.9 0.00 86 68

1018.3

1014.3 31 20.5 0.00 88 69

1018.3

1014.8 31.7 20.6 0.00 89 57

1018.6

1014.1

04-01-2016 31.5 22.3 0.00 88 53

1018.7

1014.7 30.8 20.6 0.00 93 67

1019.7 1015 32.9 20.9 0.00 91 59

1018.9

1015.1

05-01-2016 32 22.2 0.00 83 66 1018

1014.2 31.3 21 0.00 91 69

1017.9

1014.4 32.7 20.9 0.00 84 65

1018.5

1013.8

06-01-2016 30.9 21.6 0.00 85 70

1017.7

1014.2 30.6 20.7 0.00 89 73

1017.8

1014.7 32.1 21.1 0.00 84 61 1018 1014

07-01-2016 30 21.5 0.00 85 60

1018.1

1015.2 30.6 20.5 0.00 84 58

1018.3

1016.5 32.5 20.5 0.00 86 58

1018.8

1015.6

08-01-2016 31.4 21.2 0.00 84 55

1019.1

1014.8 30.5 20 0.00 81 58

1019.9

1015.5 31.6 20 0.00 82 59

1019.4 1015

09-01-2016 30.9 20.5 0.00 81 56

1016.5

1013.2 31 19.1 0.00 79 57 1016

1013.2 32.5 19.7 0.00 84 50

1016.9 1013

10-01-2016 31 20.5 0.00 76 56

1017.2

1014.2 31.2 18.6 0.00 80 58

1017.3

1014.6 32.6 19.1 0.00 79 54

1017.2

1014.3

11-01-2016 31.1 20.4 0.00 78 60

1018.1

1013.9 30.6 19 0.00 84 58

1017.7

1014.6 32.6 19.1 0.00 82 60 1018

1013.8

12-01-2016 31 21 0.00 81 59

1016.5 1012 30.5 19.2 0.00 84 59

1016.8

1012.6 31.7 19.8 0.00 79 50

1016.1

1011.5

13-01-2016 31.2 21 0.00 83 62

1015.4

1011.9 31.1 20 0.00 86 70

1015.1

1012.6 32.4 19.6 0.00 82 64

1015.8

1011.4

14-01-2016 30 21.1 0.00 84 60 1016

1012.2 30.1 19.9 0.00 51 62

1015.9

1012.6 30.8 20.1 0.00 82 63 1016

1012.4

15-01-2016 30.8 21.3 0.00 75 58

1015.1

1011.7 30.1 20.3 0.00 78 56

1015.7

1012.6 31.3 20.3 0.00 79 53

1015.4

1011.8

16-01-2016 31.5 20.4 0.00 76 55

1014.6 1011 30.3 19 0.00 79 60

1014.8

1011.6 32.1 19.7 0.00 75 47

1014.6

1011.1

17-01-2016 31.8 21.5 0.00 84 56

1014.7

1010.3 31.1 19.6 0.00 80 59

1014.1

1010.8 31.7 19.4 0.00 80 56

1014.9

1010.3

18-01-2016 30.4 21.5 0.00 78 65

1014.1

1009.5 30 20 0.00 81 63

1014.7

1010.5 31.3 20 0.00 79 57

1013.6

1009.7

19-01-2016 31 23.5 0.00 79 63 1013

1009.8 29.9 23.1 0.00 80 63 1013

1010.3 30.7 22.7 0.00 77 63

1013.1 1010

20-01-2016 30.4 24.5 0.00 84 96

1014.5

1011.1 30 23.8 0.20 88 80

1014.7

1011.4 31.5 23.7 TRACE 82 79

1014.3 1011

21-01-2016 29.7 23.2 19.60 91 76

1016.1

1011.8 29 22.8 2.10 91 73

1015.9

1012.3 27.4 22.2 TRACE 83 60

1016.2 1012

22-01-2016 28.9 23.8 0.00 88 79 1016

1013.7 30.4 22.6 0.00 81 81

1016.6

1014.2 31.8 22.9 0.00 83 70

1016.7

1013.6

23-01-2016 29.3 22.4 0.00 91 84

1017.3

1014.7 28.4 21.3 1.10 93 90

1017.8 1015 29.5 20.9 0.00 83 70 1018

1014.4

24-01-2016 28.4 23 0.30 90 75

1017.4

1014.4 25.7 21.8 5.00 93 70

1017.8

1014.5 31.2 21.6 TRACE 84 66

1017.6

1014.3

25-01-2016 28.9 22.2 0.00 84 70

1016.2

1012.5 29 21.7 0.00 88 67

1016.5

1012.7 31 21.1 0.00 83 63

1016.3

1012.2


94



RAINFALL


RAINFALL


MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

MAXIMUM

MINIMUM

AT0830

AT1730

AT0830

AT1730

26-01-2016 30.8 22.6 0.00 86 68

1015.2

1012.4 29.8 22 0.00 88 67

1015.5

1013.3 31.3 22.4 0.00 82 63

1015.7

1012.5

27-01-2016 30.8 22.4 0.00 82 65

1015.7

1011.7 30 21.5 0.00 86 67

1015.7

1012.3 31.6 21.6 0.00 84 63

1015.6

1012.1

28-01-2016 31 22.2 0.00 86 67

1015.1

1011.7 31.1 21.1 0.00 86 65

1014.7

1012.3 31.7 21.1 0.00 83 61

1015.3

1011.8

29-01-2016 32 22.9 0.00 85 62

1016.3

1013.1 30.9 21.6 0.00 85 66

1015.9

1013.7 32.1 22 0.00 82 67

1016.3

1013.6

30-01-2016 32.9 22.9 0.00 88 71

1016.9

1012.9 31.1 21 0.00 89 71

1016.7

1013.3 32.4 21.7 0.00 85 62

1016.4

1013.3

31-01-2016 31 22.9 0.00 84 65

1015.3

1012.6 30.5 20.6 0.00 94 71

1015.8

1013.4 32.1 20.9 0.00 86 63

1015.5

1012.6

LEGEND :

MAXIMUM : DAILYMAXIMUM TEMPERATURE IN DEGREE CELSIUS

MINIMUM : DAILY MINIMUM TEMPERATURE IN DEGREE CELSIUS

RAINFALL :TOTAL RAINFALL IN THE MONTH IN MILLIMETERS

RELATIVE HUMIDITY AT 0830 : DAILY RELATIVE HUMIDITY IN % FOR 0830 HRS IST

RELATIVE HUMIDITY AT 1730 : DAILYRELATIVE HUMIDITY IN % FOR 1730 HRS IST

MSLP AT 0830 : MEAN SEA LEVEL PRESSURE AT 0830 HRS IST IN MILLIBARS

MSLP AT 1730 : MEAN SEA LEVEL PRESSURE AT 1730 HRS IST IN MILLIBARS


95

30. Borrow Area Summary

BORROW AREA STATUS FOR SECTION - 1A (Km. 1182+802 to Km. 1251+000)

S.NoB/AId.No.

Location/Chainage Side Lead

in Km.MDD(g/cc)

OMC%

CBR%

Apply/ProposedQty. in cum

ApprovedQty

in cum

ConsumedQty in cumup to thePreviousmonth

ConsumedQty incum

Currentmonth

ConsumedQty in cum

as on31-03-2016

BalanceQty incum

SuitabilityFor Remarks

1 1 1189+700 RHS 3.00 2.000 10.10 19.34 18,000 18,000 0 0 0 18,000 EMB/S.G Not in use2 2 1219+500 RHS 2.50 2.370 8.70 16.06 18,000 18,000 17,212 0 17,212 788 EMB/S.G close3 2A 1219+500 RHS 2.50 2.370 8.50 16.66 30,000 30,000 25,791 0 25,791 4,210 EMB/S.G close4 2B 1219+500 RHS 2.50 2.390 7.70 18.61 24,000 24,000 22,330 0 22,330 1,670 EMB/S.G close5 2C 1219+500 RHS 2.50 2.390 8.40 18.86 30,000 30,000 29,253 0 29,253 747 EMB/S.G close6 2D 1219+500 RHS 2.50 2.410 6.70 20.03 30,000 30,000 29,060 0 29,060 940 EMB/S.G close7 2E 1219+500 RHS 2.50 2.402 6.80 19.22 60,000 60,000 57,425 0 57,425 2,576 EMB/S.G8 3 1189+420 LHS 6.00 2.171 9.40 22.58 18,000 18,000 0 0 0 18,000 EMB/S.G Not in use9 4 1224+020 RHS 5.50 2.140 9.20 21.43 18,000 18,000 17,493 0 17,493 507 EMB/S.G close10 4A 1224+020 RHS 5.50 2.190 8.30 17.93 15,000 15,000 14,539 0 14,539 461 EMB/S.G close11 4B 1224+020 RHS 5.50 2.160 9.30 18.00 60,000 60,000 60,000 0 60,000 0 EMB/S.G close12 4C 1224+020 RHS 5.50 2.150 8.80 20.07 90,000 90,000 89,389 0 89,389 611 EMB/S.G close13 4D 1224+020 RHS 5.50 2.175 8.90 18.98 90,000 90,000 44,542 0 44,542 45,458 EMB/S.G13 5 1197+620 LHS 3.40 2.060 9.50 22.25 15,000 15,000 14,052 0 14,052 948 EMB/S.G close14 5A 1197+620 LHS 3.40 2.162 8.50 20.21 30,000 30,000 24,322 0 24,322 5,678 EMB/S.G15 6 1218+500 RHS 0.10 2.169 8.20 - 12,000 12,000 6,159 0 6,159 5,841 EMB close16 6A 1218+500 RHS 0.10 2.165 8.70 17.15 30,000 30,000 29,577 0 29,577 423 EMB/S.G close17 6B 1218+500 RHS 0.10 2.183 8.50 17.15 15,000 15,000 14,122 0 14,122 878 EMB/S.G close18 7 1209+600 LHS 1.00 2.200 8.40 21.34 18,000 18,000 17,770 0 17,770 230 EMB/S.G close19 8 1218+900 RHS 0.15 2.190 9.50 19.15 21,500 21,500 20,661 0 20,661 839 EMB/S.G close20 8A 1218+900 RHS 0.15 2.170 9.40 19.42 12,000 12,000 10,534 0 10,534 1,466 EMB/S.G close21 8B 1218+900 RHS 1.50 2.185 9.60 16.36 24,000 24,000 23,110 0 23,110 890 EMB/S.G close22 10 1188+450 LHS 8.40 2.195 9.10 16.21 30,000 30,000 0 0 0 30,000 EMB/S.G Not in use23 11 1197+620 LHS 3.50 2.005 9.60 - 15,000 15,000 14,409 0 14,409 591 EMB close24 12 1197+620 LHS 3.00 2.170 7.70 18.75 24,000 24,000 23,275 0 23,275 725 EMB/S.G close25 12A 1197+620 LHS 3.00 2.195 8.50 17.18 15,000 15,000 13,604 0 13,604 1,397 EMB/S.G close26 13 1197+620 LHS 4.00 2.250 8.40 19.86 24,000 24,000 22,615 0 22,615 1,385 EMB/S.G close27 13A 1197+620 LHS 4.00 2.210 8.30 17.52 24,000 24,000 22,492 0 22,492 1,508 EMB/S.G close28 13B 1197+620 LHS 4.00 2.185 9.40 18.27 30,000 30,000 28,945 0 28,945 1,055 EMB/S.G close29 13C 1197+620 LHS 4.00 2.120 7.40 17.96 60,000 60,000 58,195 0 58,195 1,805 EMB/S.G close30 15 1197+620 LHS 3.60 2.185 8.50 19.25 18,000 14,438 13,674 0 13,674 764 EMB/S.G close31 15A 1199+060 LHS 1.50 2.185 7.40 16.79 24,000 21,937 20,635 0 20,635 1,302 EMB/S.G close


96

S.NoB/AId.No.

Location/Chainage Side Lead

in Km.MDD(g/cc)

OMC%

CBR%

Apply/ProposedQty. in cum

ApprovedQty

in cum

ConsumedQty in cumup to thePreviousmonth

ConsumedQty incum

Currentmonth

ConsumedQty in cum

as on31-03-2016

BalanceQty incum

SuitabilityFor Remarks

32 15B 1197+620 LHS 1.50 2.185 7.40 16.54 30,000 30,000 28,623 0 28,623 1,377 EMB/S.G close33 15C 1197+620 LHS 1.50 2.160 7.50 18.10 30,000 30,000 28,044 0 28,044 1,956 EMB/S.G close34 15D 1197+620 LHS 1.50 2.140 7.50 17.15 60,000 60,000 59,474 0 59,474 526 EMB/S.G close35 21 1219+500 RHS 2.50 2.095 8.80 15.69 30,000 30,000 29,274 0 29,274 726 EMB/S.G close36 21A 1219+500 RHS 2.50 2.050 8.30 16.33 60,000 60,000 46,117 0 46,117 13,883 EMB/S.G37 22 1207+700 LHS 1.50 2.115 8.20 14.89 6,000 6,000 3,762 0 3,762 2,238 EMB/S.G close38 23 5+800 LHS 8.00 1.920 9.60 - 75,000 75,000 74,948 0 74,948 52 EMB close39 23A 5+800 LHS 8.00 1.880 9.30 - 99,000 99,000 98,420 0 98,420 580 EMB close40 23B 5+800 LHS 8.00 1.880 9.00 - 90,000 90,000 89,852 0 89,852 148 EMB close41 23C 5+800 LHS 8.00 1.905 8.80 - 90,000 90,000 89,905 0 89,905 95 EMB close42 23D 5+800 LHS 8.00 1.905 9.50 75,000 75,000 54,821 20,100 74,921 79 close43 25 1219+500 RHS 2.50 2.420 6.80 - - - 3,49,484 3,789 3,49,484 - EMB44 26 1219+500 RHS 2.50 2.325 7.90 - - - 10,558 0 10,558 - EMB45 27 1219+500 RHS 2.50 2.120 8.90 15.45 54,000 54,000 53,347 0 53,347 653 EMB/S.G close46 27A 1219+500 RHS 2.50 2.140 9.10 18.98 45,000 45,000 44,984 0 44,984 16 EMB/S.G close47 27B 1219+500 RHS 2.50 2.135 9.00 16.30 45,000 45,000 31,356 1,729 33,085 11,915 EMB/S.G48 28 1254+800 RHS 1.00 2.120 9.30 - 21,000 21,000 20,946 0 20,946 54 EMB close49 28A 1254+800 RHS 1.00 2.140 9.40 - 60,000 60,000 48,500 7,099 55,599 201 EMB close50 29 1230+000 LHS 1.15 1.855 10.40 14.25 30,000 30,000 29,912 0 29,912 88 EMB/S.G close51 29A 1230+000 LHS 1.15 1.835 10.00 14.60 60,000 60,000 20,761 0 20,761 39,239 EMB/S.G52 30 1193+250 RHS 3.50 2.120 8.90 14.88 45,000 45,000 44,992 0 44,992 8 EMB/S.G close53 30A 1193+250 RHS 3.50 2.125 8.00 17.88 45,000 45,000 42,129 2,800 42,129 71 EMB/S.G close

54 31 1244+700 RHS 29.00 2.350 7.10 25.92 30,000 30,000 25,975 3,772 29,747 253EMB/S.G/Reinforced.

close

55 28B 1254+800 RHS 1.00 2.120 8.90 - 75,000 75,000 54,560 4,460.8 59,021 47,520 EMB56 30B 1193+250 RHS 3.5 2.35 8.4 19.71 45000 45000 14748 9441.3 24189.3 35558.757 27C 1219+500 RHS 2.5 2.15 8.9 17.88 45000 45000 29123.1 4674.5 33797.6

58 31A 1244+700 RHS 29 2.36 7.2 60000 60000 25256.7 5694.4 30951.1 56622EMB/S.G/Reinforced.

59 23E 5+800 LHS 8 1.915 9.4 90000 90000 37035.2 90000EMB/

Reitained.60 32 1229+600 RHS 16 2.135 7.6 16.14 51000 51000 1766 51000 EMB/S.G.

TOTAL 17,46,875 22,35,056 1,02,361 22,92,027 1,73,352


97

BARROW AREA SUMMARY(Section-1B & 2A)

S.NOBorrow

AreaNo.

Chainage LeadMDD(g/cc)

OMC(%)

CBR(%)

ApprovedQty

Consumedqty in cumup to thepreviousmonth

Consumedqty in cum

currentmonth

Consumedqty in cumas on 30th

April"2016

BalanceQty Suitability Remarks

1 BA-1 1278+150 R/S 0.3km 1.87 10.1 4.64 2,40,000 Embankment2 BA-2 1267+900 L/S 2.5km 1.77 8.88 13.44 2,34,000 2,34,000 0 2,34,000 0 Embankment3 BA-2A 1267+900 L/S 2.5km 1.81 9.9 - 2,34,000 2,33,997 0 2,33,997 3 Embankment4 BA-3 1278+150 R/S 4.5km 2.16 8.5 19.9 3,17,000 3,17,000 0 3,17,000 0 Emb/Subgrade5 BA-3A 1278+150 R/S 4.5km 2.16 8.5 19.9 1,31,250 1,31,250 0 1,31,250 0 Emb/Subgrade6 BA-4 1278+500 R/S 2km 1.95 11.07 5.23 72,000 Embankment7 BA-5 1273+800 R/s 1.5Km DISCARD Unsuitable8 BA-6 1306+000 L/S 0.2Km DISCARD Unsuitable9 BA-7 1306+000 R/S 0.2Km 2.00 8.99 7.97 60,000 Embankment10 BA-8 1304+600 L/S 1.2Km 2.09 7.71 15.02 60,000 59,646 0 59,646 354 Emb/Subgrade11 BA-9 1297+460 R/S 2.5Km DISCARD Unsuitable12 BA-10 1310+000 L/S 1.8 Km 2.06 7.65 14.65 60,000 59,764 0 59,764 236 Emb/Subgrade13 BA-11 1252+800 R/s 12Km 2.03 7.92 16.37 43,200 0 6144 6,144 37,056 Emb/Subgrade14 BA-12 1305+900 R/s 0.5Km 2.19 7.45 17.56 39,600 38,842 0 38,842 758 Emb/Subgrade15 BA-13 1292+860 R/S 1.5km 2.13 8.50 15.72 52,650 52,650 0 52,650 0 Emb/Subgrade16 BA-14 1310+650 L/S 6.0km 1.85 9.18 _ 60,000 58,262 0 58262 1,738 Embankment17 BA-15 1305+100 RHS 1.0KM 2.20 7.10 14.00 30,000 28,996 0 28,996 1,004 Emb/Subgrade18 BA-16 1292+700R/S 2.5KM 2.15 7.90 12.30 30,000 29,733 0 29,733 267 Emb/Subgrade19 BA-16 A 1292+700 R/S 2.6KM 2.08 8.20 7.00 60,000 60,574 0 60,574 0 Embankment20 BA-17 1308+000 L/S 1.0KM 2.15 8.02 13.65 44,550 44,274 0 44,274 276 Emb/Subgrade21 BA-18 1304+620 L/S 2.0KM 2.17 7.92 16.06 28,600 28,241 0 28,241 359 Emb/Subgrade22 BA-19 1273+650 L/S 0.5 KM 2.08 8.21 12.43 44,550 44,535 0 44,535 15 Emb/Subgrade23 BA-20 1292+740 R/S 2.4 KM 2.11 8.46 15.05 48,600 48,600 0 48,600 0 Emb/Subgrade24 BA-20A 1292+740 R/S 2.4 KM 2.10 8.45 14.96 14,000 13,838 0 13,838 162 Emb/Subgrade25 BA-21 1292+740 R/S 4.5 KM 2.09 8.55 8.24 15,600 11,505 3,744 15,249 351 Embankment26 BA-22 1278+120 R/S 5.0 KM 2.07 7.87 16.5 49,500 49,500 0 49500 0 Emb/Subgrade27 BA-22A 1278+120 R/S 5.0 KM 2.07 8.03 14.78 14,000 13,991 0 13991 9 Emb/Subgrade28 BA-23 1310+650 L/S 5.5KM 1.85 10.08 - 66,000 19,663 2646 22309 43,691 VUP & PUP Back Filling29 BA-24 1301+520 L/S 5.5 KM 1.87 10.05 - 50,400 49,933 0 49,933 467 VUP & PUP Back Filling30 BA-25 1278+120 R/S 6.0 KM 2.09 8.81 7.72 29,160 28,070 0 28,070 1,090 Embankment31 BA-26 1319+000 L/S 8.0 KM 1.88 9.73 19.71 28,000 28000 0 28,000 0 VUP & PUP Back Filling32 BA-27 1319+000 L/S 6.0 KM 1.82 9.85 17.60 22,400 21351 0 21,351 1,049 VUP & PUP Back Filling33 BA-28 1309+800 R/S 0.5 KM 2.07 8.32 21.00 22,400 21483 0 21,483 917 Emb/Subgrade34 BA-22B 1278+120 R/S 5.0 KM 2.09 8.13 15.72 73,920 73664 0 73,664 256 Emb/Subgrade35 BA-29 1319+000 L/S 3.5 KM 1.81 9.96 16.29 28,000 27,899 0 27,899 101 VUP & PUP Back Filling36 BA-2B 1267+900 L/S 2.5km 1.82 9.9 20.77 3,12,000 1,09,740 0 1,09,740 2,02,260 VUP & PUP Back Filling


98

S.NOBorrow

AreaNo.

Chainage Lead MDD(g/cc)

OMC(%)

CBR(%)

ApprovedQty

Consumedqty in cumup to thepreviousmonth

Consumedqty in cum

currentmonth

Consumedqty in cumas on 30th

April"2016

BalanceQty Suitability Remarks

37 BA-30 1278+120 R/S 1.5km 2.07 7.9 17.03 44,550 14,609 4472 19,081 25,469 Emb/Subgrade38 BA-31 1319+160 L/S 4.0km 1.85 10.21 17.37 51,480 44,157 0 44,157 7,323 VUP & PUP Back Filling39 BA-32 1254+800 R/S 1.2km 2.09 8.15 17.31 51,480 32,717 0 32,717 18,763 Emb/Subgrade40 BA-33 1278+120 R/S 0.8km 2.11 8.46 16.3 51,480 49,972 0 49,972 1,508 Emb/Subgrade41 BA-34 1301+940 R/S 2.1km 2.00 9.5 15.84 44,550 43,947 0 43,947 603 VUP & PUP Back Filling42 BA-35 1329+100 R/S 1.5km 2.06 8.35 17.62 45,460 45,334 0 45,334 126 Emb/Subgrade43 BA-36 1332+390 L/S 2.5km 1.89 9.56 16.34 59,400 8,941 0 8,941 50,459 VUP & PUP Back Filling44 BA-37 1350+000 L/S 2.5km 2.05 8.57 16.86 59,400 59,312 0 59,312 88 Emb/Subgrade45 BA-38 1327+580 L/S 3.5km 1.88 9.58 19.03 59,400 8,290 5,216 13,506 45,894 VUP & PUP Back Filling46 BA-39 1371+400 L/S 13.0km 1.81 10.04 17.46 59,400 42,100 12,173 54,273 5,127 VUP & PUP Back Filling47 BA-40 1330+400 R/S 1.5km 2.08 8.55 14.76 59,400 59,360 0 59,360 40 Emb/Subgrade48 BA-41 1254+800 R/S 2.0Km 2.06 9.04 16.33 74,520 7,601 126 7,727 66,793 Emb/Subgrade49 BA-42 1319+160 L/S 12.5Km 1.85 10.29 18.14 37,463 0 0 0 37,463 VUP & PUP Back Filling50 BA-42A 1319+160 L/S 12.5Km 1.86 10.14 16.60 37,463 0 0 0 37,463 VUP & PUP Back Filling51 BA-43 1346+500 L/S 0.9Km 2.05 8.55 18.41 59,400 59,588 0 59,588 0 Emb/Subgrade52 BA-21A 1292+740 R/S 4.0km work in progress Emb/Subgrade53 BA-44 1329+400 R/S 1.0km work in progress Emb/Subgrade


99

BORROW AREA SUMMARY FOR SECTION - 2B (Km. 1316+000 to Km. 1366+547)

S.No

B/AId. No

Location/Chainage Side

Leadin

Km.

MDD(g/cc)

OMC%

CBR%

ApprovedQty

in cum

ConsumedQty in cum

up to thePreviousmonth

ConsumedQty in cum

Currentmonth

Consumed Qtyin cum as on30th April-

2016

Balance Qtyin cum Suitability

Remarks

1 1 1330+000 RHS 1.50 2.168 8.20 25.40 47,250 47126 0 47126 124 Emb/Subgrade2 2 1344+200 LHS 1.50 2.182 8.35 23.65 26,325 25672 0 25672 653 Emb/Subgrade3 3 1338+600 LHS 1.00 2.206 8.57 24.18 13,500 13024 0 13024 476 Emb/Subgrade4 5 1339+100 LHS 0.80 2.180 8.41 23.60 20,500 20029 0 20029 471 Emb/Subgrade5 6 1339+150 LHS 0.80 2.183 8.57 23.11 41,531 40721 0 40721 810 Emb/Subgrade6 7 1342+600 RHS 3.80 2.218 9.56 22.40 13,500 11449 0 11449 2,051 Emb/Subgrade7 9 1332+400 LHS 4.00 2.180 8.88 21.88 29,531 27831 0 27831 1,700 Emb/Subgrade8 10 1353+500 RHS 4.00 2.160 8.83 21.60 40,500 40495 0 40495 5 Emb/Subgrade9 12 1329+100 RHS 2.00 2.170 8.55 21.70 30,375 30212 0 30212 163 Emb/Subgrade

10 12(A) 1329+100 RHS 2.00 2.170 8.80 18.30 30,375 30339 0 30339 36 Emb/Subgrade11 12(B) 1329+100 RHS 2.00 2.160 8.65 19.43 44,888 43838 0 43838 1,050 Emb/Subgrade12 11 1319+500 LHS 0.50 2.030 9.04 _ 34,313 32067 0 32067 2,246 Emb13 14 1338+500 LHS 0.50 2.170 8.60 20.88 20,500 20318 0 20318 182 Emb/Subgrade14 15 1353+150 RHS 1.50 2.170 8.25 21.56 63,375 63361 0 63361 14 Emb/Subgrade15 15(A) 1353+150 RHS 1.50 2.170 8.25 21.56 30,375 30197 0 30197 178 Emb/Subgrade16 15(B) 1353+150 RHS 1.50 2.150 8.52 19.49 44,888 44873 0 44873 15 Emb/Subgrade17 15(C) 1353+150 RHS 1.50 2.180 8.38 17.17 44,888 47176 0 47176 -2,288 Emb/Subgrade18 16 1337+400 LHS 1.00 2.031 6.91 20.30 29,531 29532 0 29532 -1 RE Panls Back Filling19 16(A) 1337+400 LHS 1.00 2.030 7.09 18.13 44,888 41339 0 41339 3,549 RE Panls Back Filling20 17 1329+100 RHS 2.00 2.035 6.96 20.70 30,375 25912 0 25912 4,463 RE Panls Back Filling21 18 1353+150 RHS 1.50 2.054 7.64 21.10 29,531 29681 0 29681 -150 RE Panls Back Filling22 18(A) 1353+150 RHS 1.50 2.055 7.58 20.45 60,750 60694 0 60694 56 RE Panls Back Filling23 19 1350+000 LHS 2.50 2.170 8.15 17.65 60,750 60740 0 60740 10 Emb/Subgrade24 19(A) 1350+000 LHS 2.50 2.131 8.13 19.14 60,750 59908 0 59908 842 Emb/Subgrade25 19(B) 1350+000 LHS 2.50 2.149 7.89 20.90 66,750 65923 0 65923 827 Emb/Subgrade26 20 1332+410 LHS 2.50 1.886 7.48 _ 60,750 42594 0 42594 18,156 Emb27 21 1332+410 RHS 4.00 2.174 8.41 23.40 63,750 62853 0 62853 897 Emb/Subgrade28 21(A) 1332+410 RHS 4.00 2.059 6.95 20.20 60,750 16637 1890 18527 42,223 RE Panls Back Filling29 22 1345+500 RHS 1.00 2.065 7.54 23.57 60,750 61747 0 61747 -997 RE Panls Back Filling30 23 1335+680 RHS 1.00 2.162 7.92 20.35 60,750 60134 0 60134 616 Emb/Subgrade31 23(A) 1335+680 RHS 1.00 2.160 7.85 19.83 60,750 18461 4658 23119 37,631 Emb/Subgrade32 24 1353+560 RHS 1.50 2.162 7.86 20.30 60,750 60541 0 60541 209 Emb/Subgrade33 26 1317+680 LHS 1.20 1.989 7.18 _ 30,375 0 0 0 30,375 Emb34 27 1313+810 RHS 2.10 2.178 8.51 26.23 30,375 0 0 0 30,375 Emb/Subgrade

TOTAL 14,48,939 12,65,424 6,548 12,71,972 1,76,967


100

31. Site Visits and Meetings

Site Visits& Meetings

Name of Visited Dignitary Designation Organization Date of Visit/Meeting

Shri. Anil Dikshit GM NHAI-Vijayawada 13.04.2016

Smt. K.P.Saraswathi DGM(Tech) NHAI-Vijayawada 14.04.2016

Shri.K.Venkata Ramana CGM NHAI-New Delhi 30.04.2016


Section – D

Monthly Status Report (Cl. 19.1 of

CA)& Diversions, Lane closuredetails


32. Monthly Status Report

Monthly Status Report (Cl. 19.1 of CA)Chainage (km) Pavement Shoulder Riding Quality Pavement Condition

Pavement Edge

drop(mm)

Embankment

Condition(Good/Fair /

Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)

From To Composition Type*

Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

1187.000 1192.000

BC + DBM

AC

160 BC + DBM Fair

80 F 0 1 0Moderat

e0 Nil Good F 0

WMM 300 WMM Fair

GSB 190

SUBGRADE 510

1192.000 1197.000

BC + DBM

AC

150 BC + DBM Fair

100 G 0 0 0 None 0 Nil Good PF 0WMM 270 WMM Fair

GSB 190

SUBGRADE 490

1197.000 1202.000

BC + DBM

AC

170 BC + DBM Fair

100 G 0 0 0 None 0 Nil Good PF 0WMM 250 WMM Fair

GSB 200

SUBGRADE 500

1202.000 1207.000

BC + DBM

AC

140 BC + DBM Fair

80 F 1 0 1 None 0 Nil Good F 0WMM 270 WMM Fair

GSB 180

SUBGRADE 500

1207.000 1212.000

BC + DBM

AC

200 BC + DBM Fair

100 G 1 1 0 None 0 Nil Good NE 0WMM 210 WMM Fair

GSB 190

SUBGRADE 500

1212.000 1217.000

BC + DBM

AC

200 BC + DBM Fair


GSB 210


103


Pavement Edge

drop(mm)

Embankment


Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)


Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

SUBGRADE 500

1217.000 1222.000

BC + DBM

AC

100 BC + DBM Fair


GSB 200

SUBGRADE 500

1222.000 1227.000

BC + DBM

AC

220 BC + DBM Fair


GSB 180

SUBGRADE 500

1227.000 1232.000

BC + DBM

AC

195 BC + DBM Fair

100 G 1 1 1 None 0 Nil Good F 0WMM 280 WMM Fair

GSB 175

SUBGRADE 500

1232.000 1237.000

BC + DBM

AC

200 BC + DBM Fair


GSB 200

SUBGRADE 500

1237.000 1241.450

BC + DBM

AC

200 BC + DBM Fair

100 G 1 1 1 None 0 Nil Good F 0WMM 250 WMM Fair

GSB 200

SUBGRADE 500

1251.700 1255.000

BC + DBMAC

175 BC + DBM Fair


GSB 240


104


Pavement Edge

drop(mm)

Embankment


Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)


Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

SUBGRADE 500

1255.000 1260.000BC + DBM

AC220 BC + DBM Fair


GSB 280

SUBGRADE 500

1260.000 1265.000

BC + DBM

AC

200 BC + DBM Fair

80 F 1 1 0Moderat

e0 Nil Good PF 0

WMM 315 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

s BC Fair

80 F 0 0 0 None Nil Good NE 6

DBM 170 DBM Fair

1265.000 1270.000 WMM 260 WMM Fair

GSB 310

SUBGRADE 500

BC

AC

40 BC Fair

80 G 0 0 0 None Nil Good NE 5

DBM 175 DBM Fair

1270.000 1275.000 WMM 260 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

50 BC Fair


DBM 170 DBM Fair

1275.000 1280.000 WMM 270 WMM Fair

GSB 280

SUBGRADE 500

BC AC 40 BC Fair

80 F 0 0 0 None Nil Good NE 4

DBM 170 DBM Fair


105


Pavement Edge

drop(mm)

Embankment


Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)


Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

1280.000 1285.000 WMM 290 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

40 BC Fair

80G 1 0 0 None Nil Good NE 4

DBM 180 DBM Fair

1285.000 1290.000 WMM 290 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

50 BC Fair

80 G 0 0 0 None Nil Good PF 5

DBM 180 DBM Fair

1290.000 1295.000 WMM 270 WMM Fair

GSB 350

SUBGRADE 500

BC

AC

50 BC Fair


DBM 170 DBM Fair

1295.000 1300.000 WMM 280 WMM Fair

GSB 350

SUBGRADE 500

BC

AC

50 BC Fair


DBM 180 DBM Fair

1300.000 1305.000 WMM 250 WMM Fair

GSB 290

SUBGRADE 500

BC

AC

40 BC Fair

80 G 0 0 0 None Nil Good NE 4DBM 160 DBM Fair

1305.000 1310.000 WMM 295 WMM Fair

GSB 300


106


Pavement Edge

drop(mm)

Embankment


Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)


Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

SUBGRADE 500

BC

AC

40 BC Fair


DBM 180 DBM Fair

1310.000 1315.000 WMM 300 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

50 BC Fair


DBM 135 DBM Fair

1315.000 1320.000 WMM 280 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

50 BC Fair


DBM 140 DBM Fair

1320.000 1325.000 WMM 290 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

45 BC

Fair / Poor 80 G 1 0 5 None Nil Good NE 8

DBM 155 DBM

1325.000 1330.000 WMM 300 WMM

GSB 290

SUBGRADE 500

BC

AC

45 BC Fair


DBM 160 DBM Fair

1330.000 1335.000 WMM 310 WMM Fair

GSB 280

SUBGRADE 500

BC AC 45 BC Fair 80 G 0 1 0 Moderat Nil Good NE 4


107


Pavement Edge

drop(mm)

Embankment


Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)


Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

DBM 135 DBM Faire

1335.000 1340.000 WMM 300 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

40 BC Fair


DBM 140 DBM Fair

1340.000 1345.000 WMM 280 WMM Fair

GSB 310

SUBGRADE 500

BC

AC

50 BC Fair

80 G 0 0 1 None Nil Good F 6

DBM 140 DBM Fair

1345.000 1350.000 WMM 300 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

50 BC Fair


DBM 145 DBM Fair

1350.000 1355.000 WMM 310 WMM Fair

GSB 300

SUBGRADE 500

BC

AC

50 BC Fair


DBM 150 DBM Fair

1355.000 1360.000 WMM 310 WMM Fair

GSB 300

SUBGRADE 500

BCAC

40 BC Fair80 G 1 0 7 None Nil Good NE 27

DBM 140 DBM Fair


108


Pavement Edge

drop(mm)

Embankment


Poor)

Roadside

Drain(NE/PF/F) ***

ExistingSignage’

s(in Nos)


Thick-ness(mm)

Composition

Condition(Fair /

Poor/Failed)

Speed(km/hr

)

Quality

(G/F/P/VP)

Cracking (%)

Raveling (%)

Potholing

(No.and% 100m) **

Rut(None /

Moderate

/Severe)

Patching

(No.and% 100m) **

1360.000 1366.547 WMM 290 WMM Fair

GSB 300

Note: * : BUSG = Built-up Spray Grout; AC = Asphaltic Concrete; SDC = Semi Dense Concrete; PC = Premix Carpet: MSS = Mix Seal SurfacingWBM = Water Bound Macadam; DBM = Dence Bituminous Macadam; BM = Bituminous Macadam; BS = Brick Solling; SS = Stone Solling

** : No. and % 100 m = Total no.of Potholing / Patching and % age area of Potholing / Patching 100 m of length of road*** : NE = Non Existing; PF = Partially Functional ; F = Functional

Crack Extent Potholes Patching Ravelling(% area)0 = No Cracking 0 = Nil 0 = Nil 0 = Nil1 = < 3% 1 = >3% 1 = >3% 1 = >3%2 = 3 to 10% 2 = 3 to 10% 2 = 3 to 10% 2 = 3 to 10%3 = 10 to 20% 3 = 10 to 25% 3 = 10 to 25% 3 = 10 to 25%4 = 20 to 40% 4 = >25% 4 = >25% 4 = >25%5 = >40% 5 = >40% 5 = >40% 5 = >40%


109

33. Diversions & Lane closures

LANE CLOSURES/DIVERSIONS FOR THE MONTH Apr -2016

S.No Section

Laneclosure

Letter Date Inward DateLane Closure

LetterNo

ChainagesSide Timings Remarks

Diversion Date From To

1 Sec-II Diversion 13.04.2016 15.04.2016 2166 1264+220 1268+250 RHS 6.00AM to 6.00PM

2 Sec-ILane

closure14.04.2016 15.04.2016&17.04.2016 2167 1255+670 1257+240 LHS 6.00AM to 6.00PM

3 Sec-ILane

closure15.04.2016 16.04.2016

&18.04.20162173 1255+670 1257+240 RHS 6.00AM to 6.00PM

5 Sec-II Diversion 25.04.2016 2203 1317+480 1318+015 RHS 6.00AM to 6.00PM


Section – E

34. Accident Data


National Highways Authority of IndiaACCIDENT DATA FOR APRIL - 2016

Name of PIU : NELLOREName of Stretch : CHILAKALURIPET- NELLORENational Highway : 16

S.No

Operational

Date

Timeof

Accident

A B C D E F G H

VehicleResponsibl

e

No of affected persons

AccidentLocation

Nature ofAccident

Classification

ofAccide

nt

Causes

RoadFeatu

re

Roadcondition

Intersection Type

AndControl

Weather

Condition

Fatal

Grievous

Minor

Noninjure

d

No ofanimalsKilled,if

Any

HelpProvided byAmbulance/Patrolling

Vehicle

Remarks

101.04.20

1607:35

1192/300RHS Martur

Rural

(3) Car hitMini Lorry

2 2 4 1 _ 1GJ01KF

36220 3 10 0 0 P.V&AMB

Crane serviceutilised

202.04.20

1604:53

1280/040RHS

singarayakonda Rural

(3) Bike hitUnknown

vehicle1 2 4 2 _ 1

AP27AW3443

1 0 0 0 0 P.V

303.04.20

1601:00

1223/350RHS

MedarametlaRural

(4) Minilorry hit CC

Barriers4 4 4 1 _ 1

AP16TC4288

0 0 0 1 0 P.VD4=(Sleep&drive) Crane service

utilised

403.04.20

1606:05

1310/180LHS Kavali

Rural

(3) Car hitLorry

3 4 4 1 _ 1AP27AY

55440 0 1 0 0 P.V

D4=(Sleep&drive)

503.04.20

1616:45

1354/240LHS

KodavaluruRural

(1)Container

vehicleOverturned

4 4 4 1 _ 1TN32AF

12930 0 0 1 0 P.V

D4=Fault ofContainer driver

604.04.20

1604:45

1211/600RHS

Renangivaram

Rural

(3)Unknown Vehiclehit ApeAuto

2 2 4 1 _ 1UnknownVehicle

0 1 0 0 0 P.V&AMBCrane Service

Utilised

705.04.20

1608:10

1264/000LHS

TanguturRural

(4) Car hitBike

3 4 4 1 _ 1AP16VB

20700 0 1 2 0 AMB

805.04.20

1617:35

1200/280LHS

Renangivaram Rural

(3) Bike hitLorry

2 2 4 1 _ 1 F/R BIKE 0 1 0 1 0 AMB

906.04.20

1609:25

1348/700LHS

KodavaluruRural

(4) Car hitlorry

3 4 4 2 _ 1AP07BV

69130 0 1 2 0 P.V

D4=Sleep &drive

1006.04.20

1615:16

1311/800LHS Kavali

Rural

(4) Lorryhit

unknownvehicle

4 2 4 1 _ 1AP24Y2268

0 0 0 2 0 P.V


112

S.No

Operational

Date

Timeof

Accident

A B C D E F G H

VehicleResponsibl

e


AccidentLocation

Nature ofAccident

Classification

ofAccide

nt

Causes

RoadFeatu

re

Roadcondition

Intersection Type

AndControl

Weather

Condition

Fatal

Grievous

Minor

Noninjure

d


Any


Vehicle

Remarks

1106.04.20

1615:45

1198/300LHS Martur

Rural

(3) Car hitmini lorry

2 4 4 1 _ 1AP27AR

34560 1 0 2 0 P.V

D4=(Sleep&drive)

1206.04.20

1617:30

1331/040RHS Kavali

Rural

(1) Longtraillervehicle

overturnedto wards

ROW

3 4 4 1 _ 1 TN88 9032 0 0 1 0 0 P.V &A.M.BD4=Fault of

driver of traillervehicle

1307.04.20

1600:15

1257/500LHS

TanguturRural

(3) TraillerVehicle hitUnknownVehicle

3 2 2 1 _ 1TN01Z4124

0 0 1 1 0 P.V &A.M.BCrane service

utilised

1407.04.20

1600:30

1216/300LHS

MederametlaRural

(3)APSRTCBus hit

UnknownVehicle

3 4 4 1 _ 1AP27TY

09710 0 5 31 0 P.V

D4 = Sleep &drive

1507.04.20

1601:10

1285/880RHS

UlavapaduRural

(3) Lorryhit Lorry

4 4 4 1 _ 1AP04TU

31860 0 0 4 0 P.V

D4 = Sleep &drive

1607.04.20

1611:10

1315/400LHS Kavali

Rural

(3) MiniLorry hitUnknownVehicle

3 2 4 1 _ 1AP37TD

17770 0 1 1 0 P.V

1707.04.20

1616:10

1257/600LHS

TanguturRural

(4)APSRTCBus hitTractor

4 4 4 1 _ 1AP27W

96720 0 0 30 0 P.V

D4 = Fault ofdriver of motor

vehicle

1808.04.20

1602:22

1308/150RHS Kavali

Rural

(3)ContainerVehicle hitUnknownVehicle

3 4 4 1 _ 1AP31TE

11430 0 1 0 0 P.V

D4 = Sleep &drive

1908.04.20

1621:40

1224/560RHS

MaddipaduRural

(4)UnknownVehicle hitPedestrian


1 0 0 0 0 P.V

2009.04.20

1603:10

1323/360RHS Kavali

Rural

(1)ContainerVehicle

Overturned

4 4 4 1 _ 1AP16T1093

0 0 0 2 0 P.VD4 = Sleep &

drive


113

S.No

Operational

Date

Timeof

Accident

A B C D E F G H

VehicleResponsibl

e


AccidentLocation

Nature ofAccident

Classification

ofAccide

nt

Causes

RoadFeatu

re

Roadcondition

Intersection Type

AndControl

Weather

Condition

Fatal

Grievous

Minor

Noninjure

d


Any


Vehicle

Remarks

2110.04.20

1623:28

1263/600LHS

TanguturRural

(6) BikeSkidding

3 4 4 1 _ 1AP27AW

64000 0 1 1 0 AMB

D4=Fault ofBike rider

2211.04.20

1618:04

1206/400RHS

Renangivaram Rural



0 1 0 0 0 AMB

2311.04.20

1623:20

1358/500RHS

KodavaluruRural

(4) ApeAuto hit

UnknownVehicle

2 2 4 1 _ 1AP26W

95000 1 0 0 0 P.V

2411.04.20

1623:45

1204/120LHS

Renangivaram Rural

(3) Lorryhit Containr

Vehicle3 2 4 1 _ 1

AP16TX4955

0 0 2 2 0 P.V &A.M.BCrane service

utilised

2512.04.20

1622:15

1193/100RHS Martur

rural

(4)Containervehicle hitTata acevehicle

4 4 4 1 _ 1TN85A

14310 0 0 2 0 P.V

D4=Fault ofdriver ofContainer

vehicle, Tata acevehicle

overturned,Crane service

utilised

2613.04.20

1605:30

1214/740LHS

MedaramatlaRural

(3)Containervehicle hit

Lorry

3 4 4 1 _ 1AP37TA

46460 0 2 1 0 P.V

D4=(Sleep&drive) Crane service

utilised

2713.04.20

1610:40

1296/500RHS

UlavapaduRural

(3)ContainerVehicle hitUnknownVehicle

4 2 4 1 _ 1AP28TA

74650 0 0 1 0 P.V


2813.04.20

1619:45

1273/840RHS

singarayakonda Rural

(4) Bike hitPedestrian

2 2 4 1 _ 1AP26AH

91110 1 0 1 0 P.V &A.M.B

2914.04.20

1605:05

1264/680RHS

TanguturRural

(3) Car hitLorry

1 4 4 2 _ 1TN47X

93994 0 0 1 0 P.V&AMB


utilised

3016.04.20

1604:15

1185/820LHS Martur

Rural

(3) Lorryhit Lorry

2 4 4 1 _ 1AP16TB

81330 1 0 3 0 P.V


utilised


114

S.No

Operational

Date

Timeof

Accident

A B C D E F G H

VehicleResponsibl

e


AccidentLocation

Nature ofAccident

Classification

ofAccide

nt

Causes

RoadFeatu

re

Roadcondition

Intersection Type

AndControl

Weather

Condition

Fatal

Grievous

Minor

Noninjure

d


Any


Vehicle

Remarks

3116.04.20

1611:02

1230/000RHS

MaddipaduRural

(3) Car hitTractor

4 2 4 1 _ 1TN09BP

14510 0 0 2 0 P.V

3216.04.20

1619:00

1241/500RHS Ongole

Rural

(4) Bike hitContainerVehicle

3 4 4 1 _ 1AP27BD

57210 0 1 0 0 P.V

D4 = Fault ofBike rider.

3316.04.20

1622:20

1201/460LHS

Renangivaram Rural

(6) BikeSkidding

3 2 4 1 _ 1AP27Q2175

0 0 1 1 0 AMB

3417.04.20

1608:05

1328/710RHS Kavali

Rural

(4)ContainerVehicle hit

Car

4 4 2 1 _ 1RJ 11GA

12680 0 0 5 0 P.V

D4 = Fault ofContainer driver

3517.04.20

1616:30

1185/700RHS Martur

Rural

(4)APSRTCBus hitBike

3 2 4 1 3 1AP29Z0770

0 0 2 20 0 P.V

3617.04.20

1618:20

1185/840LHS Martur

Rural

(2) Bike hitTVS

Moped2 4 4 1 _ 1

AP07CF8282

0 1 0 2 0 P.VD4 = Fault ofMoped rider.

3717.04.20

1620:13

1269/040RHS

JarugumalliRural

(4) Car hitMedian

4 2 4 1 _ 1AP05CK

89990 0 0 2 0 P.V

3818.04.20

1607:55

1197/680RHS Martur

Rural

(4) Car hitContainerVehicle

4 4 4 1 1 1AP27AW

23400 0 0 4 0 P.V

D4 = Fault ofContainer driver

3918.04.20

1617:55

1307/260RHS Gudluru

Rural

(4) Car hitTVS XLMoped

3 4 4 1 3 1AP27AF

78880 0 1 4 0 P.V

D4=Fault ofMoped rider

4019.04.20

1610:30

1217/660RHS

MedaramatlaRural

(4)JCBVehicle hit

Bike2 2 4 1 _ 1

AP27AW2042

0 2 0 0 0 P.V &A.M.B

4119.04.20

1613:33

1264/120RHS

TanguturRural

(1) TataAce

Vehicleoverturned

2 2 4 1 _ 1AP16TC

11290 1 0 0 0 P.V &A.M.B


4220.04.20

1619:50

1326/000LHS Kavali

Rural

(4) RTCBus hit

Safety pole2 4 4 1 _ 1

AP26Z0118

0 1 0 25 0 A.M.BD4=Fault ofPassenger


115

S.No

Operational

Date

Timeof

Accident

A B C D E F G H

VehicleResponsibl

e


AccidentLocation

Nature ofAccident

Classification

ofAccide

nt

Causes

RoadFeatu

re

Roadcondition

Intersection Type

AndControl

Weather

Condition

Fatal

Grievous

Minor

Noninjure

d


Any


Vehicle

Remarks

4322.04.20

1602:15

1363/170LHS Kovuru

Rural

(3)UnknownVehicle hit

Car

2 2 4 1 _ 1Unknown

vehicle0 1 0 8 0 P.V

4422.04.20

1615:12

1239/300RHS

MaddipaduRural

(3) Lorryhit RTC

Bus2 4 2 1 _ 1

TN18L1768

0 3 1 50 0 P.V

D4 = Fault ofdriver of motorvehicle Crane

service utilised

4522.04.20

1622:45

1202/000RHS

Renangivaram Rural

(6) Bikeskidding

2 4 4 1 _ 1AP24A1621

0 1 2 0 0 P.V&AMBD4 = Fault of

Bike rider.

4623.04.20

1605:40

1196/700LHS Martur

Rural

(1) TataAce mini

trukoverturned

3 4 4 1 _ 1AP16TG

07850 0 1 0 0 P.V & A.M.B

D4=Sleep&drive, Crane

service utilised

4723.04.20

1605:40

1334/420LHS K.Tippa

Rural

(4) MiniTruk hit

InterMedian

3 4 2 1 _ 1AP07TG

28950 0 3 0 0 P.V

D4=Sleep &drive

4823.04.20

1612:20

1281/000LHS

Singarayakonda Rural

(1) Caroverturned

4 1 4 1 _ 1AP26AB

46280 0 0 2 0 P.V

4923.04.20

1615:43

1185/600LHS Martur

Rural

(4)Unknownvehicle hitApe Auto

3 2 3 1 3 1Unknown

vehicle0 0 1 1 0 P.V&AMB

5025.04.20

1604:15

1285/400LHS

UlavapaduRural

(3) TempoTravellerhit Lorry

3 2 4 1 _ 1AP07TF

33390 0 3 8 0 P.V

5125.04.20

1618:58

1326/760RHS Kavali

Rural

(4) Bike hitPedestrian

2 2 4 1 _ 1AP26BB

25660 1 1 0 0 P.V&AMB

5225.04.20

1623:05

1330/020LHS Kavali

Rural

(4)APSRTCBus hitLorry

1 5 4 1 _ 1AP26Z0176

2 2 4 40 0 P.V&AMBD5 = Defect inTyre condition

of APSRTC Bus

5326.04.20

1618:05

1325/100RHS Kavali

Rural


Scooter


0 1 0 0 0 P.V&AMB


116

S.No

Operational

Date

Timeof

Accident

A B C D E F G H

VehicleResponsibl

e


AccidentLocation

Nature ofAccident

Classification

ofAccide

nt

Causes

RoadFeatu

re

Roadcondition

Intersection Type

AndControl

Weather

Condition

Fatal

Grievous

Minor

Noninjure

d


Any


Vehicle

Remarks

5427.04.20

1617:30

1207/980RHS

Renangivaram rural


Car


1 3 0 1 0 P.V&AMB

5528.04.20

1606:55

1359/740RHS

KodavaluruRural

(3) Car hitApe Auto

2 2 4 1 _ 1TN01AF

13080 4 5 0 0 P.V&AMB

5629.04.20

1600:50

1306/100LHS Gudlur

Rural



1 0 0 0 0 P.V

5730.04.20

1604:26

1314/560LHS Kavali

Rural

(3) Car hitLorry

1 4 4 1 _ 1AP16TD

58882 4 0 1 0 P.V&AMB

D4=Sleep&drive, Crane

service utilised

5830.04.20

1623:17

1224/340RHS

MaddipaduRural

(3)Container

Vehicle hitHarvester

4 4 3 1 3 1NL02G

90040 0 0 3 0 P.V

D4=Fault ofContainer

Vehicle driver

12 35 53 271 0

A Urban/Rural and Details of Surrounding Land use; E1- Single lane, 2- Two lanes,3- Three lanes or more without central divider(median), 4- Fourlanes or more with central divider.

B1- Overturning,2- Head on collision, 3-Rear End Collision, 4-Collision Brush/Side Wipe,5- Left Turn Collision, 6-Skidding, 7-Right Turn Collission, 8-Others(Pl.Specific)

F1-Straight road, 2-Slight curve, 3-Sharp curve, 4- Flat road, 5-Gentle incline, 6-Steep incline, 7-Hump, 8-Dip.

C 1 Fatal, 2-Grievious injury ,3- Minor injured, 4- Non injury G1-T-junction,2-Y-Junction,3-Four arm junction,4-Staggered junction,5-Junction with more

than 4arms,6- Round about junction,7- Manned Rail crossing, 9-Unmanned Rail crossing.

D

1-Druken, 2- Over speeding, 3- Vehicle out of control 4- Fault of driver of motorvehicle/driver of other vehicle/cyclist/pedestrian/passenger 5-Defect in mechanicalcondition of motor vehicle/road condition.

H1-Fine, 2-Mist/Fog,3-Cloudy,4-Light rain,5-Heavy rain, 6-Hail/Sleet, 7-Snow, 8- Strong Wind,9-Dust storm, 10-very hot,11-very cold, 12-other extraordinary weather condition.

NATIONAL HIGHWAYS AUTHORITY OF INDIAREGIONAL OFFICE, HYDERABAD

ACCIDENT DATA FOR THE MONTH OF APRIL - 2016

SNO State PIU/CMUNHNO.

Stretch/NHLength(Km)

Details of Accidents NO. ofAnimals

killed if anyRemarks

From(Km) To(Km) Fatal Grievous MinorTotal

Accidents1 2 3 4 5 6 7 8 9 10 11 12 131 Andhra Pradesh Nellore 16 1182.802 1366.547 183.745 7 18 19 58 0


117

Incident Management Data April - 2016

Reference is made to NHAI HQ letter No. NHAI/CMU/Inc.Man/2011RO :

HYDERABAD

S.No

Item GeneralInformation

Route Patrol Vehicle Ambulance Tow Away Crane TotalRemarks/

Reasons fornon-compliance

1 2 3 4 1 2 3 4 1 2 3 41 PIU2 NH Nos. 16

3 STRETCH1182.802-1366.547

183.745

4Location of IncidentManagement Vehicle

1200/000

1263/850 1326/0001200/00

01263/85

01326/00

01200/00

01263/85

01326/00

0

5 Registration NoAP27TW4130

AP27TW4131

AP27TW4024

AP27TU8452

AP27TU9266

AP27TU8451

AP27AA 6282

AP27N5796

AP26AK 7799

6Total number ofaccidents reported

58

7Number of accidentcases attended

24 15 19 11 5 7 9 4 1

8Number of injuredshifted to hospital

20 5 8 33

9

Number of other helpprovided by RoutePatrol(Other thanaccidents) 2 3 4

9

10

Number of helpprovided by TowAway Vehicle(otherthan accident)

1 1 0 2

11

No.of vehicles paintedin stripes as perapproved colourscheme

1 1 1 1 1 1 1 1 1 9

12

No.of vehicles withrequisite T&P andaccessories as percontract

1 1 1 1 1 1 0 0 0 6

13No.of vehicles as perapproved illuminatedboards on top

1 1 1 1 1 1 0 0 0 0

Tow AwayCranes

TemparoryVehicles.


118

S.No

Item GeneralInformation

Route Patrol Vehicle Ambulance Tow Away Crane TotalRemarks/

Reasons fornon-compliance

1 2 3 4 1 2 3 4 1 2 3 4

14No.of vehicles withrequisite man poweras per contract

1 1 1 1 1 1 1 1 1 9

15No.of vehicles fittedwith GPS/VTS

1 1 1 1 1 1 1 1 1 9

16

No.of reflectivesignages showingemergency contractno.

36 36

17

No.of plazas whereemergency contactdetails boards areinstalled

3 3

18

No.of plaza whereinformation is beingprinted on back oftoll-tickets

3

19Date of last inspectionby PD/RO


Section – F

35.NCR Register


NCR DETAILS

S.No. NCR No. NCR Details NCR Date SEL Compliance1 Str/001 Issuance of NCR 01/Structure for Major Bridge at Ch. 1261+273 10.02.2012 Closed on 21.06.20132 Hw/ 001 GSB thickness not complying with IRC-37 Cl 4.2.1 and existing pavement 10.02.2012 Pending

3 Hw /002Milling of DBM at ch. 1211+040 to 110; ch. 1220+440 to 1220+480; ch. 1233+660 to 1233+760RHS location is not as per plan & profile and strengthening of existing carriage way submission

21.02.2012 Closed on 14.09.2015

4 Hw /003During our random inspections at ch. 1211+070 location construction of 3rd lane is not as per planand profile, GSB layer continuity criteria mismatching.

21.02.2012 Closed on 08.05.2013

5 Hw/004Km. 1338 to 1340 LHS. Inadequate barricading/ safety at above Location. Immediate compliance ofIRC-SP.55 Request

10.03.2012 Closed on 02.11.2012

6 Str/002Design review of Toll Plazas(at km 1200,1264 and 1326) Further to our letter ref: ICT:NH-5:TL:170dated 28.2.2012 Para(2)compliance of Cl 4.9.6 of 6 Laninhg Manual requested 12.03.2012

This matter was escalated toNHAI level and no further

comments from the Authority

7 QC /001Section 1A, 1B&2A, 2B. It is a pre-requisite & mandatory to install printers in your HMP &conc.Beaching plant in order to provide print-outs for record purposes.

15.03.2012 NCR to be Closed

8 T&T/001Km 1221.500 (Left hand side). DBM works in progress without providing Traffic diversions andtraffic signs only one lane allowed for traffic.

19.3.2012 Closed on 17.05.2012

9 HW/005

Ch.1211+020 to 1211+360 LHS of section 1A (inner lane near the construction of curb. LaidDBM thickness was found to be only 65mm&70mm which are less than the submittedthickness in the pavement report. Directed to submit method statement for its rectification and itsdate of commencement.

19.3.2012 Closed on 02.11.2012

10 HW/006

Ch. 1220+950 to 1222+040 LHS. On-going paving of DBM shows thickness of more than 100mmdone in a single layer which is in violation of provision of MORTH under clause 507.1. it wasfurther noted that the compacted DBM is varying its thickness which the surface level of WMM layershould be verified. See attached pictures

19.3.2012 Closed on 22.05.2012

11 SPS/RE- 002Inspection done on the completed DBM along the stretch of LHS & RHS except at ch. 1232+650 to1237+790 RHS in which the DBM were laid with 115mm thickness in single layer in violation ofprovision under Cl. 507.1 of MORTH.

27.3.2012 Closed on 17.05.2012

12 SPS/RE- 003

It was noted to the 1211+570 to 620LHS & 1213+780 to 850 LHS location that the DBM materialsare being laid on the newly prime coated WMM which in violation of provision under Cl. 502.4.4 ofMORTH. The prime coat should be cured at least 24hr before any subsequent surface treatment orasphalt mix is laid. It was further noted that even in your submitted summary of RFI the interval timefor prime coating & laying of DBM on said locations are also less than the required time of curing forprime coat.

27.3.2012 Closed on 17.05.2012

13 SPS/RE- 004

It was noted during IE’s inspection on March 26, 2012 that the construction of curb was on-going atthe above-mentioned location without the required RFI that supposed to be included inConcessionaire’s summary of RFI which is being submitted on the daily basis for IE’s informationand part of monitoring. This activity is considered “unauthorized work” due to failure to submit thenecessary RFI which is part of the project documentation.

27.3.2012 Closed on 05.05.2012


121

S.No. NCR No. NCR Details NCR Date SEL Compliance

14Ncr-14

SPS/RE- 005

Please be informed that you are continuously violating the Concession Agreement in which youmilling work at the above mentioned location was done without the approved method statement forprofile corrective course of which it is not yet finalized due to your pending submittal of correctedpavement design report as well as the unfulfilled BBD test. You are instructed to expedite thefinalization of your pavement design report and to redo on random basis the BBD test forconfirmation of its previous data without further delay. This activity is considered as non-conformance. 1236+780.

04.04.2012 Closed on 22.05.2013

15Ncr-15

HW/007

B.C. Trial laying on main carriageway at above location is not complying the surface regularityrequirement as per MORTH cl 902, 1210+500

10-04-2012

Rectification works carried outand formal submission of

documents to close the NCR are tobe submitted

16 Ncr-16 Inadequate safety at above location and not conforming to IRC- SP-55, 1255+700 to 1255+900 LHS 11.05.2012 Closed on 27.10.2012

17 17Lane closure at 1233.550 to 1235.340 RHS of Cl 17.7 and IRC- SP-55, without proper sign boardfor guiding traffic movement

02.06.2012 Closed on 03.05.2013

18 18Milling carried out at Km 1220+860 location and left for Traffic more than the two months without

any maintenance. Traffic worthiness and safety are materially in found to its condition beforemilling.

08.06.2012 Closed on 27.10.2012

19 19Safety at Km 1208+000 to 1208+260 LHS location not confirming to CA. Excavation done and leftmore than one month without proper safety.

08.06.2012 Closed on 29.10.2012

20 20PFA Photos, construction of shoulder which is non- confirmation to standard specifications and GoodIndustry practice. For tour Necessary action and compliance

06.07.2012 Closed on 18.05.2013

21 21 Lane closured at ch 1232.390 to 1235.300 LHS location is Nonconformance with 17.7.1 of CA 02.08.2012 Closed on 22.05.2013

22 22Maintenance of Project Corridor Refer Our letter ICT:NH-5:TL:559 dated 16.7.2012, no repair ormaintenance has been carried out till date

23.8.2012 Pending

23 23 QC-02Section 1A, 1B, 2A & 2B it is observed that, there is no print outs are available and printer are notworking properly from your HMP and Batching plant. It is a mandatory to maintain the JMFS inorder.

06.09.2012 Pending

24 24Lane closed in RHS at 1189+800 to 1191+000 locations without any prior intimation. It is anonconformity as per Cl. 17.7.1 of CA.

22.09.2012 Closed on 22.05.2013

25 25 Jointing is not proper flush jointing should be done with a jointing space of 13mm wide 14.12.2012 Closed on 23.02.2013

26 26Lane closure at 1299+200 to 1300+900 (RHS). Refer letter no. ICT: NH-5:TL: 872 Divider notprovided in traffic movement lane. Lane closure not confirming with drawing approved

21.01.2013 Closed on 31.01.2013

27 27The DBM Laid at 1203+260 to 1203+570 LHS ( Re construction Area) Not complying MORTH902 specification and requested to rectify as per MORTH Specification

30.01.2013 Closed on 02.03.2013

28 28

Location 1353+238 RHS Service Road, pipe laid for draining out water from earthen drain inbetween main carriage way and service road. This falling under service road and cannot befunctional. So this is to be shifted and line with earthen drain to make it functional and invert level ofpipe should be above the invert level of box culvert.

04.02.2013 Closed 23.05.2014


122


29 29

1341+180 LHS 0.90 dia laid in service road. MORTH, section 2909 height of fill above the top ofpipe line is not 600mm.

04.02.2013

At present this rectification workscould not be taken up as the traffic

is moving on the service road.Once the traffic is diverted to

MCW, the rectification works willbe taken up

30 30Location at 1218+980 to 1219+480 LHS the profile corrective course laid to tolerance non-compliance with MORTH CI 501.8.2.3 and 902. Rectifications requested as per relevantspecifications.

08.02.2013 Closed 06.08.2013

31 31The diversion made for construction of VUP at 1340+650 and opened to traffic without any propersafety. No advance warning signs provided. No cover slab in utility duct. No Proper Barricading. Notas per the drawing submitted.

07.02.2013 Closed 04.03.2013

32 32Location at CH. 1324+580 to 1325+420 LHS shoulder done without any compaction since more than15 days. Shoulder not done layer wise, simply dumped loose earth up to thickness more than 400mm

08.02.2013 Closed 04.03.2013

33 33Location at 1326+600 to 1326+920 widening completed since more than 2 month. Even after ourinsistence till date shoulder is not done. It is a safety hazard.

08.02.2013 Closed 04.03.2013

34 34VUP (Abutment and retaining wall) at Ch. 1266+190. Not conforming to MORTH specification no.2208 rectification required as per CA, submit methodology of rectification.

11.02.2013 Closed 14.05.2013

35 35Substructure walls surface irregularities are there and not confirming to MORTH specification no.2208(f)

05.04.2013 Closed 27.08.2013

36 36Bedding of Pile well compacted granular material is not provided for bedding of pipe and notconfirming to MORTH Specification no. 2904 (i)

5.04.2013 Closed 23.05.2014

37 37

Km. 1218 (RHS) Location size was found to be 1.15mX0.95mX0.9m instead of 1.8mX1.8mX3.67mprescribed by NHSI in the estimate sanctioned by NHAI

01.05.2013

Rectification works carried outand formal submission of

documents to close the NCR are tobe submitted

38 38Km 1363+800 to Km 1363+280 LHS and Km. 1364+390 to Km 1364+650 location one time layingof 250mm WMM, should be laid in two layers and use Mechanical paver to avoid segregation

10-05-2013 Closed 23.05.2013

39 39

Km. 1363.275 RHS , Km. 1363.280 RHS & km. 1363+290 RHS - All at widened Portion (Section2B). Extraction of full asphalt cored samples during asphalt core cutting on DBM layer to verify thethickness and degree of compaction was a failure due to the bottom portion of the cored samples isdisintegrating. The required thickness for this area is 115 cm. but the actual thickness of the samplesthat can be extracted is only 72mm. due to reason mentioned earlier. Pictures attached for furtherperusal

10.05.2013 Closed 18.05.2013

40 40Minor Bridges at Ch. 1337+686 (LHS) Unapproved manufactured reinforcement steel is being usedfor raft at above said location

16.05.2013 Closed on 16.09.2013

41 41Km. 1363+060 to km. 1363+280 (LHS) - WMM Top layer During our random checking ofgradation on above location WMM material failed on graduation and not as per specification ofMoRTH , Table: 400-11

16.05.2013 Closed 23.05.2013


123


42 42Km. 1320+300 to 1321+500 (LHS,MCW) Using of asphalt milling material in GSB, which is not asper MoRTH specification Cl. 401.2

18.05.2013 Closed on 09.08.2014

43 43All Sectional laboratories No temperature control on Concrete Cubes curing Tank and transit Mixersin hot weather condition as per MoRTH - Cl. 1712.2

18.05.2013 Closed 18.07.2013

44 44Start and end of Toll Rate As per Cl. 4.11.2 of ^-laning manual (Part of CA) it is necessary toinform road users about entering and leaving toll road using over - lead sign panel .No suchinformation providing

20.05.2013 Pending

45 45(Dis play of Toll Fee Rates) Display of Toll. Fee Rates not visible at Toll Plazas as per Article 27(27.11.1) of CA display of Toll fee rates shall be provided at 1km, 500m and 50m distance on bothsides

20.05.2013 Pending

46 46 Non-approved manufactured reinforcement steel is being used at Km 1350+300 PUP Raft (RHS) 23-05-2013 Closed on 16.09.2013

47 47GSB laid with RAP material, JMF is not yet approved at Km 1321+600 to 1322+140 (LHS) ServiceRoad.

31-05-2013 Closed 05.06.2013

48 48 WMM laid with RAP material. Non-approved JMF at Km 1320+760 to 1321+420 (RHS) 31-05-2013 Closed 05.06.2013

49 49At 1322+280 to 1322+700 (LSR) GSB laid with RAP Material, which is not acceptable as GSB is adrainage layer

04-06-2013 Closed 05.06.2013

50 50Not Conforming to MORTH specification no 1714. Finishing works are not done properly at Ch.1321+776 Pipe Culvert

12-06.2013 Closed 23.05.2014

51 51Not Conforming to MORTH specification no 2106. Variation in Dimensions at Ch. 1324+342 MinorBridge

12-06-2013 Closed on 03.07.2014

52 52Not Conforming to MORTH specification no 1601. Un approved steel is used at Ch. 1338+062Minor Bridge

12-06-2013 Closed on 16.09.2013

53 53Not Conforming to MORTH specification no 2208. 1. Variation in cross sectional Dimensions, 2.Surface irregularities at Ch. 1334+425 Minor Bridge

12-06-2013 Closed 23.05.2014

54 54Not Conforming to MORTH specification no 2208. 1. Variation in cross sectional Dimensions, 2.Surface irregularities at Ch.1325+767 Minor Bridge

12-06-2013 Closed 23.05.2014

55 55Location at 1340+700 to 1340+900 RHS (S/R). Existing excavatedRoad WMM material is beingused as WMM top layer in permanent works. Mixing , laying & spreading of mix is not as perMORTH guidelines (cl.406)

12-06-2013 Closed 30.08.2013

56 56Location at 1321+762 to 1322+220 LHS (S/R) Laying & spreading of WMM top layer with existingroad excavated WMM material by Garden, which segregates the material. As it is un approvedmaterial, hence NCR issued.

13-06-2013 Closed 18.06.2013

57 57Location at 1350+315 to RHS PUP wall 20mm & 12m TQ steel is being used of non-approvedmanufactured

14-06-2013 Closed on 16.09.2013

58 58Location @ 1333+265 to LHS PUP Slab 16mm TQ steel, non-approved manufactured steel is beingused

14-06-2013 Closed on 16.09.2013

59 59 Location at 1292+000 to1292+160 RHS MCW Milling work is in progress without safetyprecautions. It is being unsafe condition for road users

14-06-2013 Closed on 30.06.2014


124


60 60Location at 1321+450 to 1321+760 RHS Service Road GSB Top is done with excavated WMMmaterial without any prior JMF done

15-06-2013 Closed 30.08.2013

61 61Location at 1361+080 to 1361+440 LHS. DBM laid without shoulder and no safety provisions arebeing provided

15-06-2013 Closed 05.08.2013

62 62Location at 1333+440 to 1333+700 RHS (S/R). GSB top is done with excavated existing WMMmaterial without any prior JMF done

15-06-2013 Closed 20.06.2013

63 63Location 1334+425 to RHS SR SLAB (Minor Bridge). 16mm, 20mm TQ extra reinforcement, non -approved manufactured steel is being used.

18-06-2013 Closed on 16.09.2013

64 64Location at 1350+315 (RHS) SLAB. Non- approved manufactured reinforcement steel is being tiedfor slab.

22-06-2013 Closed on 16.09.2013

65 65Location at 1354+580 to 1354+680 (LHS). At the time of four laning there was an existing retainingwall but as per your letter 1687, you have intended not to do any protection work. Further debriswere being pushed (approx.1-5mtr depth) in to water logged area.

22-06-2013 Closed on 24.08.2015

66 66Location at 1319+800 to 1317+825 (RHS). Retaining wall raft wall bulging while Concreting due toworst form work. No information provided for concreting also.

22-06-2013 Closed on 09.02.2015

67 67Location at 1319+450 to 1319+475 (RHS). Non-approved manufactured reinforcement steel is beingused for retaining wall raft & wall.

22-06-2013 Closed on 16.09.2013

68 68Location at 1354+300 to 1354+500 (LHS) & 1354+900 to 1355+040 (LHS). Milling material(existing MCW) ie. RAP mix material used as GSB in MCW

22-06-2013 Closed on 09.08.2014

69 69Location at 1337+686 LHS Minor Bridge - Slab. Non-approved manufactured reinforcement steel isbeing used in slab.

27-06-2013 Closed on 16.09.2013

70 70 1333+865 RHS MNB slab. Non-Approved Manufactured reinforcement steel is being used in slab. 05-07-2013 Closed on 16.09.2013

71 711340+637PUP RE wall PCC A1 side BHS. PCC alignment is not matched with the approveddrawing & extra width of 30mm to 75mm PCC re-laid to match with the alignment, which isseparated with existing PCC and crack developed in between the joints of both PCC.

09-07-2013 Closed 30.08.2013

72 72Retaining wall on LHS at Ch.1319+575 to 1319+600. Not conforming to section 1709 of Mostspecifications vibrator not used for compacting the concrete

05.09.2013 Closed 18.06.2014

73 73 BC aid at LHS 1208 to 1208+100 & 1208+200 to 1208+300 Chainage was Non - Compliance withCl. 902 of MORTH Specifications

01-10-2013 Closed on 16.09.2015

74 74At 1340+650 PUP, 1309+970, 1266+120 the crude method of mining the sand & gravel is notappropriate for RE wall back foll.

14-10-2013 Closed on 16.09.2013

75 75Ch. 1295+200 to 1299+200, Ch. 1297+000 to 1299+240 location Milling has been carried out sincemonths together without laying BC. The Road surface is unsafe for the road users

2-11-2013 Closed on 30.06.2014

76 76Ch. 1322+000 PUP Diversion location in LHS the utility duct cover is still not done and we insistedto open the diversion after completion of cover slab cases of safety hazards fore road users

14-11-2013 Closed 09.05.2014

77 77Ch. 1190+000 to 1191+000 R/s location. Invert levels of drain at the above location are notconfirming to drawing submitted by SEL and reviewed by IE

20-11-2013 Closed on 25.11.2014

78 781297+520 to 1297+820 LHS. The BC laying was being done during rain and the temperature wasobserved less than required specification. (clause 501.5.1 of MORTH specification)

29-11-2013 Closed on 15.09.2014


125


79 791271+340 to 1274+200 RHS Location without any prior intimation the traffic was being allowed toply in 3 lanes. Which is a very traffic hazard.

02-12-2013 Closed on 30.06.2014

80 801261+310 to 1261+375 LHS location DBM laid at above location not in time with CA. Rectify as per902 of MORTH Specifications.

14-12-2013 Closed on 30.09.2014

81 81The concrete casted at above location not conforming to MORTH specification no.2208(e) variationsfrom plumb over full height + 10 mm, actually plumb out by more than 30mm

17.01.2014 Closed 23.05.2014

82 82The kerb casted at Ch. 1264+620 LHS VUP is not conforming to good industry practice for securingthe safety of the road users in line with Article 18th of CA

21-02-2014 Closed 16.05.2014

83 83Km. 1261+500 to 1261+700 RHS, 1282+380 to 1282+540 RHS, 1282+750 to 1283+020 - StonePitching

27-02-2014 Closed on 15.09.2014

84 84Reinforced Earth fill at 1238+650 PUP(B/S) location (Geogrid reinforcement width+0.5m+45o) isnot conforming to the standard drawings submitted by GIS Pvt, Ltd.,

01-03-2014 Closed on 19.01.2015

85 851348+280, 1348+560,1354+680,1359+580 location without constructing cross box culvert BCcompleted.

08-03-2014 Pending

86 861317+880 to 1318+900 RHS location, 1. Reconstruction of MEW area no drawing was neither beingsubmitted non-approve. 2. Unsafe construction work.

11-03-2014 Closed on 09.02.2015

87 87Non - compliance to ICT: NH-16: TL: 1739 and 1759 dated 21.10.2013 and 28.10.2013 respectivelyregarding Guidelines for Treatment of Flexible Pavement Distress on Existing Road prior to BCoverlay with list of existing pavement condition for Sec I & II.

21-04-2014 Pending

88 881+850 to 2+550 BHS (Ongole Bypass) Location Embankment construction at above chainage(without removing top 0.5 to 1.0m Black-cotton soil) which is not good industry practice and not asper methodology submitted by you and reviewed by us.

14-04-2014 Closed on 21.10.2014

89 891282+350 to 182+540(RHS) 1282+780 to 1283+040 (RHS) location stone pitching no filter media isdone. Stones used not a per specification i.e. weight, size etc.

16-04-2014 Closed on 15.09.2014

90 90 1242+160 RHS , 1242.105 LHS Unauthorised speed breakers 16-04-2014 Closed 24.04.2014

91 91Parapet wall height for box Culverts should be 875mm as per drawing (DDI 821 Rev A), whereasthe height of parapet wall In existing culverts is less than 875mm

19-04-2014Corrective action and preventive

action are explained to ICT

92 92Minor Bridge at Ch. 1327+515 RHS Dowell rods are not provided between existing and new deckslab, whereas Dowell rods are shown in approved drawing.

19-04-2014 Closed on 20.01.2015

93 93VUP at 1267+400 A1 side LHS work done not as per approved drawing, top of retaining wall andfriction slab top should be at same level.

19-04-2014 Closed on 18.07.2014

94 941+150 to 1+850 BHS (Ongole Bypass) Location Embankmentconstruction at above chainage(without removing top 0.5 to 1.0m Black-cotton soil) which is not good industry practice and not asper methodology submitted by you and reviewed by us.

22-04-2014 Closed on 21.10.2014

95 952+550 to 2+900 LHS (Ongole Bypass) Location Embankmentconstruction at above chainage(without removing top 0.5 to 1.0m Black-cotton soil) which is not good industry practice and not asper methodology submitted by you and reviewed by us.

25-04-2014 Closed on 21.10.2014

96 96 Ch 1324+342 minor bridge improper shuttering &concreting works, gaps filled with stones 06-03-2014 Closed on 08.07.2014


126


97 97Ch.1327+041 MNB dimensions are not as per approved drawing and no proper shutteringarrangements

06-03-2014 Closed on 09.07.2014

98 98Road Marking done at the above location is not as per Plan & Profile submitted by Concessionaireand reviewed by IE.

26.06.2014 Pending

99 99

Location: At 1251 +800 to 1251 +900 RHS, 1253+300 RHS, 1253+000 to 1253+400, 1252+260 to1252+380 RHS, 1253+140 to 1253+650 RHS Details: Please find the attached photoswitch exhibits not attending maintenance as per schedule K, non-visibility of roads signs, witch inhazards to road users.

27.07.2014 Closed on 02.02.2015

100 100Location: Minor Bridge at Km1256+651 LHS Service roadDetails: Crash barrier segments are not kept in straight line, gaps are visible in between segments andundulations are observed on top surface

29.07.2014 Closed on 15.09.2014

101 101Location: 1345+980 VUP Details: Geogrid used for RE panels. No approval isobtained till date. Further Geogrid is not being used in full width.

05.08.2014 Closed on 09.02.2015

102 102Location: 1260+780 to 1260+960 (LHS MCW widening width).

Details: In continuous to our letter reference 2496 dated 02.08.2014. The resulting thickness of newlylaid DBM due to milling at above chainage is not conforming to pavement design/ CA

07.08.2014 Closed on 16.09.2015

103 103Location: sec 2B , km 1316 to km 1365 Non provision of safety appliances Ex:Sign Boards etc

22.05.2014 Pending

104 104 Km 1323+950 rhs, a1 side VUP damaged re panel is used and gap is more than permitted 28.08.2014 Closed on 24.08.2015

105 105Km 1327+045 (rhs) MNB shape of crash barrier is not as per approved drawing; because of looseshuttering a bulge is there for 6 meters length.

28.08.2014 Closed on 03.02.2015

106 106Km 1360+180 to 1360+190 VUP Retaining wall LHS A1 Side, in 2nd lift outer reinforcement isnot provided up to bracket top

08.09.2014 Closed on 20.01.2015

107 107Km 1319+575 to 1319+625 Pond retaining wall 3rd lift of retaining wall shuttering is not straightline, concrete bulging is there due to loose shuttering

08.09.2014 Pending

108 1081333+265 A2 (RHS) RE wall alignment is not proper. The distance from centre line to RE pannel isalso not correct

25.09.2014 Closed on 09.02.2015

109 109VUP at Ch.1260+265 A1 Side. Work done not as per drawing. Gaps between friction slab and crashbarrier are more

10.10.214 Closed on 03.02.2015

110 110 1345+973 VUP A2 side RHS. RE back fill Material dumped and spread at site 10.10.2014 Closed on 07.05.2015

111 111km 1323+550 VUP BHS, 1334 PUP LHS, 1345 VUP RHS, 1350 PUP RHS, 1358 VUP BHS,1360+430 VUP RHS - No proper arrangements are made at service road diversion

01.11.2014 Pending

112 112 1350+450 PUP A2 SIDE -RE BACKFILL MATERIAL IS NOT BLENDED WITH SAND 07.11.2014 Closed on 07.05.2015113 113 1259+800 to 1260+250 LHS MCW Th e DBM laid above location is not tyo line and levels 01.12.2014 Closed on 19.01.2015114 114 1360+450 (A2 LHS), 1333+265 (A2 LHS) RE panels at top layer in not aligned properly 03.12.2014 Closed on 07.10.2015115 115 1323+938 VUP DE-ROUTE 09.12.2014 Closed on 09.02.2015116 116 1333+925 MINOR BRIDGE RHS 15.12.2014 Pending

117 117PUP at Km 1333+265 Work done not as per approved drawing. Copping beam not in straight line.Frictio slab reinforcement connecting to crash barrier not in straight line.

16.12.2014 Pending


127


118 118Ch. 1187+100 to Ch. 1187+840 RHS - Invert levels of drain at the above location are not confirmingto drawing submitted by SEL and reviewed by IE

20.12.2014 Pending

119 119 1345+980 VUP - Damaged RE Wall Panels erected 12.02.2015 Pending

120 1201366+182 VUP - Service road construction is in progress by following neither schedule B of CA noras per reviewed drawing at our end.

16.02.2015 Pending

121 1211251 +500 to 1252+170, LHS - Further to our letter ref: 2898 dated 30.01.2015 the traffic diversionprovided from 1251+500 to 1252+170 is neither confirming to CA nor IRC: SP: 55, which is verydangerous to road ussrs from safety point of view.

16.02.2015 Pending

122 1221239+200 - Temporary median opening by Epc contractor on 28/01/2015 for road works(DBM) andleft opened (not closed) which is very dangerous to road users in safety point of view

16.02.2015 Pending

123 1231206+700 to 1207+180 RSR - In adequate safety measures at above location. It is reminded toattend the same at earliest, for safety of road users

17.02.2015 Closed on 14.09.2015

124 1241240+760 & 1241+590 Median Openings - Unauthorized median opening by EPC contractor at1240+760 & 1241+590 (for laying of BC, which was completed on 19.01.2015) are left openedwhich are dangerous/hazard to road users in safety point of view.

19.02.2015 Pending

125 125Km. 1261+810 and km. 1269+158 - Girders casting not as per approved drawing. End recess fillingis not done before erection of girders

24.02.2015 Pending

126 126 Km 1323+950 VUP RE wall towards ongole end in LHS 10.04.2015 Closed on 07.10.2015127 127 1338+062 LHS Minor Bridge 29.04.2015 Closed on 09.09.2015

128 128

1328+890 - The PCC laid for RC retaining wall at A2 side(nellore end) Ch 1329+080.50 to1329+113.312 (RHS) is not matching with our revuewed drawing. The chainage should be1329+157.750 to 1329+330.5. Rectification needed immediately. Follow the ISD drawing asreviewed at our end.

29.04.2015 Pending

129 1291188+900 to 1189+760 LHS & 1188+900 to 1189+830 RHS - Kerb laying at above locations are notis in line, level and alignment and beyond tolerance limit

30.04.2015 Pending

130 1301241+560 LHS and 1241+640 RHS - Un authorized construction of rumble strips! speed breakers atabove locations of MCW by EPC Contactor, which is dangerous for road users in safety point ofview

09.06.2015 Pending

131 131Stone Pitching - 1305+150 to 1305+450 LHS stone using not as per specification i.e,weight, size etc IRC -89-1997

18.06.2015 Pending

132 1321366+182 VUP RHS Deroute "Take Diversion" sign board is there. No hard barrior is placed atthe point of de-route of traffic, which is dafety hazardnous

22.06.2015 Pending

133 133

Major Bridge at Km 1327 +835 - Not conforming to MoRTH Specifications 1502 & 1505 and IRC87 Deteriorated steel shutters used causes the surface finishing verv poor and not conforming toSection 1505 of MoRTH Specifications. Likewise it is not conforming to section 1714 regardingsurface finishing. Hence it is not acceptab1e.

22.08.2015 CLOSED ON 08.12.2015

134 134VUP at Km 1323+950 - So many undulations on top of crash barrier and not conforming toapproved drawing. Hence it is should be rectified to the correct lines and grade.

22.08.2015 Pending


128


135 135

Retaining Wall at Km 1239+787 Flyover (A1 side, LHS) - After confirming at site, apparently thesurface finishing was totally a severe surfacedefects. These were mainly due to use of deteriorated steel shuttering, lack of concretevibrator, poor workmanship & unworkability of concrete which is not conforming to section1505 & 1714 of MoRTH specification likewise to IRe 87. Hence this work is not acceptable.

31.08.2015 Pending

136 1361365+300 VUP LHS Deroute "Take Diversion" sign board is there. No hardbarrior is placed at the point of de-route of traffic, which is dafety hazardnous

12.09.2015 Pending

137 137PUP at Km 1252+664LHS, 1256+200 BHS retaining wall A2 side and MNB at Km 1256+630Service road Retaining wall.

16.09.2015 PENDING

138 138PUP at Km 1353+500 LHS retaining wall. 1355+ 713 LHS retaining wall A 1 and A2. side.1358+950 LHS retaining wall A2. side and 1358+950 RHS retaining wall A 1 side.

25.09.2015 CLOSED ON 08.12.2015

139 1391313+300 LHS - At the entry point to kavali in service road at 1313+300 LHS, ther is a diiferencein level of MCW and Service road

01.10.2015 Pending

140 140 1365+600 TO 1365+760 LHS The exavated durbin material dumped. 03.11.2015 Pending141 141 1358+950 A1 LHS - RE Panels at top layer and friction slab is not aligned properly 09.11.2015 Pending

142 142TCS 2.3.4 and 4A Locations - Particularly in Martur Vide Authority letter no. 21884 dated25.05.2015, to stop construction of utility duct and change in to drain at habitation area - Continuingconstruction of duct without submitting any plan and profile for construction of drain.

11.12.2015 Pending

143 143 Km 8+970 ROB, PLA-19 pier shaft 3rd lift concreting 23.12.2015 Pending144 144 Km 1252+210 Minor Bridge,Retaining Wall A2 side 23.12.2015 Pending145 145 Km. 1287+935 Pipe Culvert 11.02.2016 Pending146 146 Km. 1328+890 PUP RCC Retaining wall. 19.02.2016 Pending147 147 1365+600 to 1365+820 LHS Service Road 03.03.2016 Pending148 148 1323+400 RHS 12.03.2016 Pending

149 149MCW @ Km 1187 + 780 to 1188+ 760 LHS WMM top layer construction at abovelocation with motor grader. which is non compliance to CA

31.03.2016 Pending

NCR Abstract:Total Number of NCRs 149

Cleared NCRs 103

Balance NCRs 46


129

36. LABORATORY EQUIPMENT:

S.No

Equipment Unit

Laboratory 1 Laboratory 2 Laboratory 3Total

KM 1219 KM 1270 KM 1345

Requirement Available Balance Requirement Available Balance Requirement Available Balance Requirement Available Balance

1

(i) Oven - Electricallyoperated, thermostaticallycontrolled, range up to200oC sensitivity 1oC.

Nos 2 2 0 3 3 0 2 2 0 7 7 0

2(ii) Platform balance 300 kgcapacity. Nos 1 2 -1 1 1 0 1 0 1 3 3 0

3(ii) Platform balance 60 kgcapacity. Nos 2 2 0 3 3 0 1 1 0 6 6 0

4(iii) Balance 30 kg capacity-self indicating type. Nos 0 1 -1 6 6 0 2 2 0 8 9 -1

5Balance 15 kg capacity-selfindicating type. Nos 2 2 0 3 3 0 1 1 0 6 6 0

6(iv) Electronic Balance 6 kgcapacity accuracy 0.5 gm. Nos 2 2 0 3 3 0 1 0 1 6 5 1

7Electronic Balance 600gmcapacity accuracy 0.01 gm. Nos 3 1 2 1 1 0 1 1 0 5 3 2



10

(v) Water bath-electricallyoperated & thermostaticallycontrolled with adjustableshelves, sensitivity 10C .

Nos 2 2 0 2 2 0 1 1 0 5 5 0

11 (vi) Thermometers:

Mercury-in glassthermometer range 00 to2500C,3600C

Nos 3 12 -9 8 8 0 12 12 0 23 32 -9


130

s.no

Equipment Unit


KM 1219 KM 1270 KM 1345

Requirement Available Balance Requirement Available Balance Requirement Available Balance Requirement Available BalanceMercury-in-steelthermometer with 30 cmStem, range up to 3000C. Nos 4 0 4 5 5 0 4 0 4 13 5 8

13

Hydro meter(For RoomTemperature Digital Type) Nos 2 2 0 1 1 0 1 1 0 4 4 0

14 (vii) gas stove Nos 1 1 0 1 1 0 1 0 1 3 2 1

15

Vernier Caliper150mm,300mmMechanical each Nos

1 4 -3 1 1 0 1 0 1 3 5 -2

16Scoop- set of 3 differentsizes. set

2 1 1 2 2 0 3 1 2 7 4 3

17 Rain Gauge set 1 1 0 1 1 0 1 1 0 3 3 0

18 electric hot plate 1 No. Nos 10 6 4 6 6 0 2 0 2 18 12 6

19

(viii) Glass wares,spatulas, wire gauzes,Steel scales, measuringtape, casseroles,Karahis,enameled trays ofassorted sizes, Pestle-mortar, porcelain dishes,gunny bags, Plastic bags,chemicals, digging toolslike Pickaxes, shovels etc.As required

2 1 1 0 0 0 1 1 0 3 2 1

20(ix) Set of IS sieves withlid and pan: 450 mmdiameter: 1 set80mm,75mm,63 mm, 53mm,50mm,45mm, 40mm,37.5mm, 31.5mm, 26.5mm,25mm,22.4mm,20mm,19mm,16mm,14mm,13.2 mm, 12.5mm,11.2mm, set

1 1 0 4 4 0 1 0 1 6 5 1


131

Sno

Equipment Unit


KM 1219 KM 1270 KM 1345


21(ix) Set of IS sieves withlid and pan:300 mmdiameter: 1 set75mm,63 mm, 53 mm, 50mm, 45mm, 40mm, 37.5mm, 31.5mm, 26.5 mm,25mm,22.4mm,20mm,19mm,16mm,14mm, 13.2mm, 12.5mm, 11.2 mm,10mm, 9.5 mm, 8 mm,6.3mm, 5.6mm, 4.75 mm,4mm,2.8mm&2.36 mmsize set

1 1 0 4 4 0 1 1 0 6 6 0

22 200 mm diameter: 2 sets2.36 mm, 2.0 mm,1.7mm,1.18 mm, 1mm,710mic,600micron,500mic, 425 mic,355mic,300 mic,212mic,180mic, 150 mic,90mic and 75mic.

set 2 1 1 6 6 0 1 1 0 9 8 1

23 (x) Water testing kit set 1 1 0 1 1 0 1 0 1 3 2 1

24pH Meter- Digital

Imported Pocket type set1 1 0 1 1 0 1 0 1 3 2 1

25 (xi) First aid box set 0 1 -1 1 1 0 1 0 1 2 2 0

For soils and aggregates

26 (i) Riffle Box No5 2 3 1 1 0 1 0 1 7 3 4

27

(ii) Atterberg Limits (liquidand plastic limitsdetermination) apparatus set

5 3 2 4 4 0 2 2 0 11 9 2


132

Sno

Equipment Unit


KM 1219 KM 1270 KM 1345


28

(iii) Compaction TestEquipment both 2.5 kg and4.5 kg Rammers (Light andHeavy comp active efforts) set

7 6 1 5 5 0 3 3 0 15 14 1

29

(iv) Dry Bulk DensityTest apparatus (sandpouring cylinder, tray, canetc.) 200mm dia,100mmdia each complete set

13 4 9 8 8 0 2 2 0 23 14 9

30 Nuclear Densometer Nos 1 1 0 1 1 0 1 0 1 3 2 1

31(v) Speedy moistureMeter complete withchemicals set

5 1 4 4 4 0 4 1 3 13 6 7

32 (vi) Post-hole Auger withextensions 1 set set

1 1 0 1 0 1 0 2 1 1

33

(vii) Core cutter apparatus10cm dia, 10/15cmheight, complete withdolly, rammer etc. 1 set set

6 1 5 1 0 1 1 1 0 8 2 6

34 (viii) Aggregate Impactvalue test apparatus set

2 2 2 2 0 1 1 0 5 3 2

35 Los Angeles AbrasionTest apparatus set

1 1 0 1 1 0 1 0 1 3 2 1

General Section 100 set 0 0 0 0 0 0 0 0

36(ix) Flakiness andelongation Test Gauges set

3 3 0 3 3 0 1 1 0 7 7 0

37(x) Standard measures of 30,15 and 3 liters capacity alongwith standard tamping rod set

1 1 0 1 1 0 1 1 0 3 3 0

38(xi) California BearingRatio test apparatus set

1 1 0 2 2 0 1 1 0 4 4 0


133

Sno

Equipment Unit


KM 1219 KM 1270 KM 1345


39 CBR Mould Nos 52 20 32 58 58 0 60 54 6 170 132 38

40Surcharge weights Slotted+ central hole Nos

100 40 60 101 101 0 60 54 6 261 195 66

41 Perforated plate Nos 63 60 3 72 72 0 60 54 6 195 186 9

42 Tripod stands Nos 1 20 -19 15 15 0 60 30 30 76 65 11

43Measuring cylinders

100ml to 100mlGraduated, PVC- set

4 12 -8 3 3 0 20 20 0 27 35 -8

44Conical Flasks -500mlcap Nos

1 0 1 2 2 0 2 0 2 5 2 3

45 Pipette-25ml graduated Nos 1 1 0 2 2 0 4 0 4 7 3 4

46Beakers 250ml&500ml -

PVC set5 1 4 2 2 0 4 0 4 11 3 8

47 Wash Bottle 500ml Nos 6 2 4 4 4 0 4 4 0 14 10 4

48 Wire Basket Nos 5 2 3 4 4 0 1 1 0 10 7 3

49Pyconometer with brasscone and aluminum ringwith rubber seal Nos

7 2 5 4 4 0 2 6 -4 13 12 1

50S.gr Bottle 50ml,100mleach Nos

5 1 4 4 4 0 10 10 0 19 15 4

For bitumen and bituminous mixes

51(i) Penetrometer withstandard needles set

1 1 0 2 2 0 1 0 1 4 3 1

52 (ii) Riffle box – small size Nos 2 1 1 1 1 0 1 0 1 4 2 2

53

(iii) Centrifuge typebitumen extractor, handoperated, complete withpetrol/commercialbenzene set

3 3 0 2 2 0 1 1 0 6 6 0

54(iv) Marshall stability testapparatus, complete withall accessories set

2 1 1 1 1 0 1 1 0 4 3 1


134

Sno

Equipment Unit


KM 1219 KM 1270 KM 1345


55 (vi) 3 m straight edge Nos 3 2 1 1 0 1 1 0 1 5 2 3

56 (vii) Camber board 1 No. Nos 2 1 1 1 0 1 1 0 1 4 1 3

57

(viii) Core cuttingmachine with 10 cm&15cm dia diamond cuttingedge

set 3 2 1 3 3 0 1 1 0 7 6 1

58(ix) Vacuum pump and 3specific gravity Appbottles

set 2 1 1 1 1 0 1 0 1 4 2 2

59 (x)GMM Apparatus set 5 1 4 0 1 -1 1 0 1 6 2 4

60(XI)Ductility Testing

appset 1 1 0 1 1 0 1 0 1 3 2 1

61(XII) Pen sky Marten

Flash & Fire pointset 1 0 1 1 1 0 1 0 1 3 1 2

62(XIII) Standard Tar

Viscometer set1 0 1 1 1 0 1 0 1 3 1 2

63(XIV)Softening PointApparatus Nos

1 1 0 2 2 0 1 0 1 4 3 1

For cement and cementconcrete

0 0 0 0 0 0

64(i) Vicat apparatus fortesting setting times set

2 2 0 3 3 0 1 2 -1 6 7 -1

65(ii) Slump testingapparatus set

7 5 2 6 6 0 6 6 0 19 17 2

66

(iii) Compression andFlexural strength testingmachine of 200 tonecapacity with additionaldial for flexural testing Nos

1 1 0 2 2 0 2 1 1 5 4 1

67(iv) Needle Vibrator 2Nos. Nos

2 2 0 2 1 1 2 0 2 6 3 3

68

(vi) Vibrating hammer forvibrating dry mix as for DryLean Cement concrete sub-base 1 No. Nos

1 1 0 1 1 0 1 0 1 3 2 1


135

Sno

Equipment Unit


KM 1219 KM 1270 KM 1345


69 (V)Vibrating TableNos

1 1 0 1 1 0 1 0 1 3 2 1

70(VI)Millar(For MixDesign 0.039Cum) Nos

1 1 0 0 1 -1 1 1 0 2 3 -1

71(VII)10% fine Value

Apparatus set1 1 0 2 2 0 1 1 0 4 4 0

72 (VIIII)Cube Moulds 15cmNos

100 83 17 217 217 0 80 65 15 397 365 32

73 (IX)Beam MouldNos

30 30 0 30 30 0 6 6 0 66 66 0

74 (X)Le-Chatelier appset

2 4 -2 2 2 0 1 1 0 5 7 -2


Section – G

37. Issues to beresolved by the

Authority fortheEarly Project

Completion


137

Issues to be resolved by the Authority for the Early Project Completion

1. Handing over of balance vacant access of Right of Way for Turning Radius at Underpass

locations, Junction developments & for Facilities at Toll plaza location.


138

Section – H

38.Photographs


139

Earthworks in progress @ Km: 7+860 to 8+100 in OB (RHS)

View of Viaduct Portion of ROB –I @ Km: 3+477


139




139




140

BC laying is in progress @ Km: 1252+645 PUP Approaches

Slope Protection works in progress @ Km: 1287+777 & 1288+108


140




140




141

Deck slab concrete works in progress @ Km:1327+835 MJB

DBM laying works in Progress @ Km: 1346+400 to 1346+760 (LHS)

Documents

Monthly Progress Report - Online PIU Information Systemnhai.org.in/spw/ConcessionaireDetails/Monthly Progress Report- Apr... · 1a key plan 1 1b location plan 2 2 executive summary