ANNEXURE-4 SURVEY STATUS - nhai.org.innhai.org.in/spw/ConcessionaireDetails/MPR June-14 part-5..pdf · ANNEXURE-4 SURVEY STATUS. 4 Laning of Jetpur ... Hydra Crane : 5. 0: 0. 4: 29

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MONTHLY PROGRESS REPORT – JUNE ’2014 Jetpur - Somnath Section of NH-8D

ANNEXURE-4

SURVEY STATUS

4 Laning of Jetpur - Somnath Section (Km.0.000 to 127.600) of NH-8D in the State of Gujarat on DBFO Pattern under NHDP Phase III

Page 143 of 246

From To

Main Carriage Way : Road Work

1 Centre Line & ROW -00+750 01+000 Km 1.75 MCW B/S Completed

01+000 02+200 Km 1.20 MCW B/S Completed







17+165 20+850 Km 3.69 MCW B/SCompleted (Junagadh Bypass

approach)

20+850 40+650 Km 19.80 MCW B/S Balance (Junagadh Bypass)

40+650 40+850 Km 0.20 MCW B/S Balance (Junagadh Bypass approach)


approach)




122+000 122+704 Km 0.70 MCW B/S Balance (Somnath Trust stretch)

2 TBM Fixing -00+750 01+000 Km 1.75 MCW B/S Completed









approach)

20+850 40+650 Km 19.80 MCW B/S Balance (Junagadh Bypass)

40+650 40+850 Km 0.20 MCW B/S Balance (Junagadh Bypass approach)


approach)




122+000 122+704 Km 0.70 MCW B/S Balance (Somnath Trust stretch)

Jetpur–Somnath Project (NH – 8D)

4 - Laning of Jetpur-Somanth Section(Km 0.000 to 127.600) of NH 8D in the State of Gujarat to be executed as

BOT(TOLL) Project on DBFO pattern under NHDP Phase III

SURVEY WORK STATUS AS ON 30 JUNE '2014

S.No Description of WorksChainage

Unit Qty. Side Remarks

Page 144 of 246

3.


ANNEXURE-5

MANPOWER

MOBILIZATION STATUS


Page 145 of 246

As on : 30-Jun-14

PKG-1 PKG-2 PKG-3 PKG-4 Total Available

1 Staff 136 76 53 125 390

2 Operator's & Drivers 116 121 25 50 312

3 Skilled Labour 60 54 94 135 343

4 Un-Skilled Labour 154 124 101 198 577

Total Available Manpower 466 375 273 508 1622

MANPOWER STATUS


Four - Laning of Jetpur-Somanth Section(Km 0.000 to 127.000) of NH 8D in the State of Gujarat to be

executed as BOT(TOLL) Project on DBFO pattern under NHDP Phase III

S.No Description

Available nos

Page 146 of 246


ANNEXURE-6

PLANT & EQUIPMENT MOBILIZATION STATUS


Page 147 of 246

PKG-1 PKG-2 PKG-3 PKG-4

1 WMM Plant 150,200 TPH 1 1 1 1 4

2 BP 20,25,30,45 Cum/Hr 1 3 0 2 6 Including PRW agencies

3 Crusher150, 250TPH (16hr considered) 1 1 1 1 4

4 HMP 124 TPH 1 1 3

5 Sand Screening Plant 0 1 0 0 1

6 Excavator 8 6 0 13 27 Including earth work dumping agencies

7 Motor Grader 4 3 0 6 13

8 Dozer 1 0 0 2 3

9 Tractor Dozer 0 1 0 0 1

10 Vibratory Roller (or) Soil Compactor 7 6 1 10 24

11 Tandem Roller 2 2 0 3 7

12 Pneumatic Tyre Roller 1 1 0 1 3

13 Baby Roller 2 0 0 1 3

14 Wheel Loader 2 2 1 4 9

15 Tractor Loader 1 1 0 2 4

16 JCB 3 3 1 6 13

17 Sensor Paver 2 4 0 4 10

18 Tippers / Dumpers - 8 Cum to16 Cum 32 22 0 73 127 Including earth work dumping agencies

19 Transit Mixers 6 Cum 4 6 0 10 20 Including PRW agencies

20 Water Tanker (12000/5000 Ltr) 7 9 1 14 31 Including PRW agencies @ 12 Nos

21 Diesel Tankar 2 1 0 2 5

22 Trailor 4 0 0 4 8

23 Transport Truck 0 2 0 6 8 Including PRW agencies @ 7 Nos

24 Tata 407 0 0 0 1 1

25 Mobile Service Van 0 1 0 1 2

26 Bitumen Distributor 4000 to 5000 Sqm 1 1 1 1 4

27 Boom Placer 2

28 Hydra Crane 5 0 0 4

29 DG Set (5 Kva to 625 Kva) 11 24 5 25 65 Including PRW agencies

30 Plate Compactor 1 0 1 0 2

31 Dewatering Pump 4 3 0 6 13 Including PRW agencies

32 Tower Light 4 4 1 4 13

33 Broomer 1 3 0 1 5

34 Compressor 1 2 0 1 4

35 Air Compressor (Workshop) 2 1 1 2 6

36 Tractor 4 6 0 10 20 Including PRW agencies

37 L M V 9 19 6 16 50

38 Staff Bus 1 1 0 2 4

39 Lathe Machine 0 0 1 0 1

40 Press Machine 0 0 0 1 1

41 Welding Machine 5 6 0 10 21

42 Drill Machine 1 1 0 1 3

43 Concrete Pump 0 1 0 0 1

44 Kerb Casting Machine 1

45 Kerb Cutting Machine 0 0 0 2 2

46 Breaker 1 1 0 4 6

47 Electronic Weigh Bridge 40MT 1 2 1 1 5

48 Bench Grinder 1 1 1 1 4

49 Steel / Bar Cutting Machine 11 3 0 13 27 Including PRW agencies

50 Steel / Bar Bending Machine 1 2 0 1 4 Including PRW agencies

1


MAJOR PLANT & EQUIPMENT AS ON 30 JUNE ' 14

Available At SiteS No

4 - Laning of Jetpur-Somanth Section(Km 0.000 to 127.600) of NH 8D in the State of Gujarat to be executed as BOT (TOLL) Project on

DBFO pattern under NHDP Phase III

DESCRPTIONS Total Available Remarks

1

9

1 1

Page 148 of 246


ANNEXURE-7

H.S.E. STATUS


Page 149 of 246

Monthly HSE Report

June ’14 Page 1 of 8 Jetpur-Somnath Project

1.0 HEALTH, SAFETY & ENVIRONMENT

Project: Jetpur - Somnath Project, Gujarat Month: June Year: 2014

1.1 Executive Summary

Health & Safety

“ We have achieved above 7.12 million safe man hours without lost time injury”

The Jetpur - Somnath project has achieved Approx.7.12 million cumulative man-hours worked up to 30st June’14.

The project has accomplished Zero LTI free man-hours worked since last LTI on dt.1st July ‘12.

02 No. First Aid cases occurred during the month of June’14.

Total 163 nos. of Construction Vehicles (Like Hywa, Tipper, Roller, Paver, Hydra & DG Set) were

inspected and Stick Green Sticker after inspection during the month of June’14.

Total 40 Nos. of Safety trainings conducted at site and achieved 504 man months during the month of

June’14.

Total 14.Nos. Plants (like Batching Plants, Crusher Plants, and Hot Mix Plants etc.) have been inspected

during the month of June’14 by HSE team and, mechanical team.

Total 5413 man-month achieved from tool box talks such as Incident alerts, Hazard & Fire safety to site

etc. conducted at site.

Total 38 persons. Safety Induction Conducted during the month of June’14.

Total 2 nos Housekeeping Inspection conducted at site all during June’14.

06 Nos. Work Permit has been issued for excavation work during June’14.

Issued mandatory PPEs to the workers and ensure its proper use at site and PPEs stock list has been

attached with the monthly report as Appendix 1.

Page 150 of 246

Monthly HSE Report

June’14 Page 2 of 8 Jetpur-Somnath Project

PHOTOGRAPHS RELATED TO SAFETY MANAGEMENT SYSTEM & PROGRESS

Working at Height with PPE’s(Full Body Safety Harness) Workers working with proper PPE’s at RoB-1

at Flyover Ch. 00+718

Manual handling job doing with proper Water Sprinkling at for control Air- pollution

PPE’s at RoB-1

Page 151 of 246

Monthly HSE Report


WORLD ENVIRONMENT DAY CELEBRATING ON 5 JUNE 2014

Plantation By:Mr. B.S Kapur (Sr. Technical Advisor-JSTPL)

Plantation By:Mr. P K Pattnayak Plantation By:Mr. Manish Chitkara (JSTPL) (VP & Site Head-JSTPL)

Page 152 of 246

Monthly HSE Report


Speech given by Mr.P Pattnayak (JSTPL) on World Environment Day 05 June 2014 at Shapur Camp

1.3 Health, Safety & Environmental Objectives

Objectives Measures Progress

Health & Safety:

1 Eliminate Personal Damage

(PD) Class 1 incident

PD Class-1:- Damage which

permanently alters the future

of the individual.

Zero No of Personal Damage Accident until

completion at the Construction Site.

PD-1 Fatality - 0

PD-1 LTI - 0

No-Major Accidents

2 Reducing personal damage

Class 2 and Class 3 incident

systematically.


temporarily alters a person’s

future e.g. broken arm or

muscle strain etc.


inconveniences a person e.g.

first aid treatment for a cut

Achieve 7.12 million safe man-hours worked

since last LTI on 1st July’12

PD -2 (LTI) - 0

PD -3 - 01

LTIFR - 0

The project has

achieved

7.12 million safe

man-hours worked

since last LTI on 1st

July’12

Page 153 of 246

Monthly HSE Report


hand, dust in eyes etc.

Near Miss / Dangerous

Occurrence

3 Increase a level of safety and

health awareness among

employees and sub-

contractors.

Conduct Tool Box Talk before starting of work.

Site Inspection with Checklist.

Total man-month for Tool Box Talk achieved

5413 Nos.

Total 40 nos. of training programmes Conduct at

the site.

Total man-month for training achieved 504Nos.

Conducted monthly HSE Committee meeting at

site for review of HSE compliances and

performance.

Tool Box Talk

conducted before

starting of work by

HSE Team.

20th HSE

Committee meeting

held on dated 22nd

May’14.

4 To maximise sub-contractor

and supplier involvement in

improving Safety and health

performance.

Involve the sub-contractors and their employees

in all HSE training programmes.

Being Done

5 PUC, Driver licence & other

documents

PUC, Driver licence & other documents should

be available in construction vehicle.

PUC & fitness

certificate of all

required

construction vehicle

has been update as

on date.

6 EMP Documentation Environmental Performance Assessment checklist

had not been maintained.

It should be maintain on monthly basis.

Environmental

inspection has been

done and other

documents shall be

maintained as per

requirement.

7 HSE Training HSE Training Should be conducted as per training

plan.

Training conducted

as per scheduled of

monthly plan. Total

504 workers

participated during

this safety training

8 Excavated Material stacking at

working site.

Excavated Material should be stack up to 2m

height at working site.

Excavated material

removed from the

edge of excavated

pits

Objectives Measures Progress

Environmental:

Implementation of EMP Plan for Jetpur-

Somnath Project

Environmental mitigation

measures has been

implemented at site Complied

Qtr. Environmental Monitoring Qtr. Environmental

Monitoring has been Complied

Page 154 of 246

Monthly HSE Report


conducted on 14.05.2014

Six Monthly MoEF Report (January –

June’14)

6 Monthly MoEF Report from

January’2014 to June ’2014 to

be submitted

Under preparation; will be submitted

in July ‘14

1.4 Ongoing Key Health, Safety & Environmental Initiatives: -

No. of Workplaces or PKG. 02 Packages

No. of Health and Safety Plans in Place: 02

No. of Environmental Plans in Place: 02

System Measurements This month

(nos.)

Up to Previous

Month

(Nos.)

Total to Date

(nos.)

No of Inductions and Attendees 38 2060 2098

No of Toolbox Talks Attendees 5413 81440 86853

No of HSE Inspections 2 65 67

New Procedures Performa (List and attach any new procedures/ forms introduced on the

project) Health, Hygiene and safety Inspection Check list

00 05 05

1.4.1 Training

In-House Health, Safety & Environmental Training:

Total 40 Nos. Safety training conducted at site

Over 5413 Nos. Worker participated in this training including Site engineers of EPC Contractor and

sub-contractors have successfully attended the above training programme.

The site training is a step towards our awareness programmes conducted on monthly basis on HSE

aspects among all workman and supervisory staff to create awareness among project staff for safe,

secure and healthy environment at work site.

Every day tool box talks conducted at site, before starting of work at each working location.

1.4.2 Key Action for June’14:

Status of Key Actions from previous month:

Health & Safety:

World Environment Day has been conducted at Shapur and JSP Site on 05 June 2014.

Specific HSE – Training programs has been conduct during the month covering welding, cutting, rigging, material

handling, hot work, asphalt works etc.

Specific training for Electrical shock has been conducted.

Spreading of bleaching powder at Labour Camp and Plant area.

Electrical Audit has been conducted at package 1 & 2 before Monsoon.

Page 155 of 246

Monthly HSE Report


Maintenance of all Diversion boards has been done for increasing visibility during nights.

All water purifier and RO’s has been checked all are in working condition.

Environment:

Ensured dust sprinkling system (water tankers) at construction site for dust pollution control.

Environmental Monitoring along the Project road and plant site has been conducted on 14th May

2014.

Green belt developed near all Plants (like Batching Plants, Crusher Plants, Hot Mix Plants etc.

Installed water sprinkling system in all the crusher plants

Rehabilitation of Borrow area and Quarry sites to be initiated after completion of project.

1.4.3 Key Actions planned for July ’ 14:

Health & Safety:

First Aid Training should be conduct at all packages.

Carbolic Acid should be placed near office Area, Labour Camp and Plant area.

Specific HSE – Training programs to be conduct during the month covering welding, cutting, rigging, material

handling, hot work, asphalt works etc.

Specific HSE training for Inspection of crane for girder launching and work at Height.

Proper Housekeeping at ROB-1befoer girder launching activities.

Environmental Issue:

Environmental Monitoring to be done

Implementation of Environmental Management Plan

Ensure monthly reporting system at site.

Review of environmental checklist and its implementation at site

Review/Monitoring of Applicable permits and clearances.

1.5 Environmental Monitoring Program: Air:

Oct.13

Water:

Oct.13

Noise/Vibration:

Oct.13

Waste/Recycling:

Nil

Flora/Fauna:

Conservation of Flora and Fauna have been taken care on top priority during the widening of 2-lane to

4-lane road project.

Page 156 of 246

Monthly HSE Report


1.6 Health, Safety & Environmental Inspection:

Level 1 HSE Inspection has been conducted during this month

Level Type Project/Location Inspected by

Level-1 Internal PKG A & B Safety Officer

1.7Monthly Health, Safety & Environmental/Breaches/Complaints/Non-Conformance/ Awards/penalized:

Awards issued to: Nil

Penalized/Warning:

0 Nos. Staff and workers Penalized for safety violation.

Public Complaints: - (If any - provide details)- NIL

Safety Non-Conformance: - (If any - provide details)- NIL

Breaches by EPC Contractor (M/s Backbone Enterprises): - (If any - provide details)- NIL

Definition of Breaches – Number of breaches of statutory health, safety & environmental requirements. This includes

Fines, Improvement Notice, Prohibition Notice, Penalty Notice or Prosecutions, or Non Compliance with Legal and Other

Requirements.

1.8 Analysis of HSE Incidents for the Month of June’14: Nil

Sl.

No.

Incident Description

*Identify Body Part

Injured

Date/

Time of

Incident

Injured Person(s)

(include details of any

Medical Treatment)

Damage to property or

the Environment

Location

Head of

Department

Comments

Classes

(PD1,

PD2,

PD3)

1st Day

Absent

1st Day

Return to

Work

1st Day

Return to

Normal

Duties

No. of LTD

This

Month

Cum Yr

to Date

1.9 Health, Safety & Environmental Committee Meetings:

Project Date Held Next Due Actions

Closed Out

Actions in

Progress

Action

Outstanding

HSE Committee Meeting has been conducted on 22nd May’ 2014

Page 157 of 246

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1 965 1494 1603 1670 1794 1794 1608 1432 1545

2 69504 11956 12824 13356 14352 14352 12870 11456 160670

3 1725088 3633072 397760 320016 344448 377152 345864 286400 7429800

4 1418912 3633072 397760 320016 344448 377152 345864 286400 7123624

5 32 63 1 1 1 1 2 2 103

6 0 0 0 0 0 0 0 0 0

7 0 0 0 0 0 0 0 0 0

8 1 0 0 0 0 0 0 0 1

9 1.78 0 0 0 0 0 0 0 1.78

10 0 0 0 0 0 0 0 0 0

11 0 0 0 0 0 0 0 0 0

12 0 0 0 0 0 0 0 0 0

13 2 1 0 0 0 0 0 0 3

14 1 0 0 0 0 0 0 0 1

15 0 0 0 0 0 0 0 0 0

16 0 0 0 0 0 0 0 0

17 0 0 0 0 0 0 0 0 0

18 0 2 0 1 0 0 0 0 3

Lost Work Days

Frequency Rate -( No. of lost time injury x 106 /

Total man hours worked )

Severity Rate- (No. of man days lost x 106

/ Total man hours worked )

Lost Time Injury Cases (Absent due to injury over 48 hours)

SAFETY MANAGEMENT SYSTEM

MONTHLY HSE STATISTICS REPORT

Report for the Month of :- June '14

Sr.No Required Data DETAILS OF CURRENT YEAR 2014

Average No. of Employees / Day

Man-hours worked / Day

Man-hours worked during this month

Total safe man hours achieved since inception

First Aid Incidence rate

Note : Manpower details are to be based on the record of Personnel Department which includes all the workers at site including PRW workers, Sub-Contract workers and departmental Workers. Man-hours worked details may not be 100% not accurate but

should be near to 90-95% accuracy .

: Highlighted parts such as Sr.no 9, 11, 12 and Column 'Total/Average' are protected.

TOTAL / AVERAGE

Previous

Year

2012

Previous

Year

2013

4-LANING OF JETPUR-SOMNATH SECTION OF NH-8D PROJECT START DATE: 31.03.2012

Number of Near misses(including Property damage)

Number of dangerous occurrences(including Property damage)

Number of Fire Incident

Environmental Incidents

Percentage of compliance to unsafe acts & unsafe conditions

Number of Mock drill conducted

Restricted work medical cases

Fatalities

Incident Rate - (No. of lost time injury x 1000 /

Total No. of Persons)

Page 158 of 246

Stretch: Jetpur - Somnath

Stretch Chainage: 0+000 to 127+600

State: Gujarat

District: Rajkot & Junagadh

Police Station: Jetpur, Junagadh, Vanthali, Keshod, Maliya, Mangrol, Patan &Veraval

Date LocationTime of

AccidentA* B* C* D* E* F* G* H*

Vehicle

Registration No.Vehicle Type

1 5-Jun-14 Ch.40+00 7:30 PM Moti Palace Minor MinorHit from back

sidePaved Good - Clear GJ 11A/2774

Motor Cycle

& Pedestrian0 0 1 1 0

2 26-Jun-14 Ch. 39+400 7:00AM Trilok Nagar Minor MinorHit from back

sidePaved Good - Clear -

ST Bus &

Cyclist0 0 1 1 0

3 27-Jun-14 Ch 39+00 10:30 PM Near Wadla fhatak Major MajorHead on

CollisionPaved Good - Clear GJ 11Z/9482

Charge

Rickshaw1 0 0 0 1

108

Ambulance

4 29-Jun-14 Ch.109+750 6:00PM Chatgora Minor Minor Overtaking Paved Good - Clear GJ3FA/5564

Motor Cycle

& Motor

Cycle

0 0 1 1 0

S.No.

(DD/MM/YY) Chainage/Km AM/PM Accident Location Fatal

No. of Effected Persons

Grievous

Injury

Minor

Injury

Net

Injury

Nature of

Accident

Classification of

AccidentCauses Road Feature

Road

Condition

Intersecti

on Type

No. of

Animals

Killed If

any

Help Provided

by the

Ambulance/Patr

ol Vehicle

Remarks


4 - Laning of Jetpur-Somanth Section(Km 0.000 to 127.600) of NH 8D in the State of Gujarat to be executed as BOT(TOLL) Project on DBFO pattern under NHDP Phase III

ACCIDENT REPORT FOR THE MONTH OF JUNE' 2014

Weather

Condition

Vehicle Type /Pedestrian Involved

I*

Page 159 of 246

RECEIPT

THIS

MONTH

ISSUE THIS

MONTH

1 Ear Plug Nos 99 150 101 148

2 Fire Extinguisher 2Kg+5Kg (CO2) Nos 10 73 64 19

3 Fire Extinguisher 50LTR Nos 2 1 0 3

4 Firstaid Box Nos 20 36 26 30

5 Hand Gloves Nos 178 859 793 244

6 Nose Mask Nos 501 962 720 743

7 Reflective Tape Rd/Wh/Yel Nos 63 422 377 108

8 Safety Cone Nos 18 166 135 49

9 Safety D Ring & Chest Belt Nos 24 110 98 36

10 Safety Fire Bucket Nos 6 22 19 9

11 Safety Helmet BLUE/GREEN Nos 15 154 152 17

12 Safety Helmet ORANGE/RED Nos 34 44 27 51

13 Safety Helmet WHITE Nos 120 415 359 176

14 Safety Helmet YELLOW Nos 95 2304 2262 137

15 Safety Jacket GREEN/YELLOW Nos 270 885 760 395

16 Safety Jacket ORANGE Nos 211 3394 3312 293

17 Safety Ribbon Nos 18 316 286 48

18 Safety Shoes + Gum Boot Nos 238 1883 1778 343

19 Cat Eyes(3M BRAND) Nos 126 100 37 189

20 Safety Delinator 750MM Nos 30 62 35 57

21 Hand Blinker Nos 10 24 19 15

22 Signal Light Blinker Nos 0 7 7 0

23 Safety Solar Blinker Nos 4 12 10 6

24 Water Fillable Barricade Nos 32 98 78 52

Appendix-l

Stock details of Safety Equipments

Sr. No. Item Description Unit

Opening

stock on

01.06.2014

RECEIPT ISSUE

Closing Balance

as on 30.06.2014

Page 160 of 246


ANNEXURE-8

Q.A. & Q.C. STATUS


Page 161 of 246

Tested Passed Failed Tested Passed Failed Tested Passed Failed

1.0 Tests on Borrow areas for Embankment and Subgrade 37905 37769 136 1363 1352 11 39268 39121 147

1.1 FSI 1 test /1500 m3 Mutually Agreed Cum 3284 3270 14 42 42 0 3326 3312 14

1.2 Grain Size Analysis 1 test /1500 m3 Mutually agreed Cum 3279 3271 8 42 42 0 3321 3313 8

1.3 LL / PL / PI 1 test /1500 m3 Table no. 2 of IS 73 and Cl. 7 Cum 3255 3255 0 42 42 0 3297 3297 0

1.4 MDD / OMC 1 test /1500 m3 MORT&H Clause 903.2.1 Cum 3301 3301 0 42 42 0 3343 3343 0

1.5 CBR Test 1 test /3000 m3 MORT&H Clause 903.2.1 Cum 1455 1445 10 10 10 0 1465 1455 10

1.6 Field Density (Emb. Layer) 1 test /1000 m2 MORT&H Clause 903.2.2 12797399.71 532177.6 13329577.31 Sqm 12338 12276 62 631 623 8 12969 12899 70

1.7 Field Density (Sub. Layer) 1 test /500 m2 MORT&H Clause 903.2.3 4881348.24 274014.40 5155362.64 Sqm 10993 10951 42 554 551 3 11547 11502 45

2.0 Tests on OGL Samples(MCW & SR) 5544 5535 9 82 82 0 5626 5617 9

2.1 FSI 1 test /250 m Mutually agreed Km 662 655 7 0 0 0 662 655 7

2.2 Grain Size Analysis 1 test /250 m Mutually agreed Km 658 658 0 0 0 0 658 658 0

2.3 LL / PL / PI 1 test /250 m Mutually agreed Km 663 663 0 0 0 0 663 663 0

2.4 MDD / OMC 1 test /250 m Mutually agreed Km 663 663 0 0 0 0 663 663 0

2.5 CBR Test As required Mutually Agreed Km 148 148 0 0 0 0 148 148 0

2.6 Field Density (Emb. Layer) 1 test /1000 m2 MORT&H Clause 903.2.2 2260366.82 41980 2302346.82 Sqm 2750 2748 2 82 82 0 2832 2830 2

3.0 Backfilling Structure Work 5617 5611 6 607 607 0 6224 6218 6

3.1 FSI 1 test /1500 m3 Mutually Agreed Cum 124 124 0 15 15 0 139 139 0

3.2 Grain Size Analysis 1 test /1500 m3 Mutually agreed Cum 286 286 0 15 15 0 301 301 0

3.3 LL / PL / PI 1 test /1500 m3 MORT&H Clause 903.2.1 Cum 133 133 0 15 15 0 148 148 0

3.4 MDD / OMC 1 test /1500 m3 MORT&H Clause 903.2.1 Cum 120 120 0 15 15 0 135 135 0

3.5 Field Density (Emb. Layer) 1 test /1000 m2 MORT&H Clause 903.2.2 857566.49 158091.0 1015657.5 Sqm 4954 4948 6 547 547 0 5501 5495 6

Quantity

during

Month

Upto Date

quantity

Unit of

Quantity

169840.550 31590.60 201431.15

Remarks

2957921.40 146514.98 3104436.38

140.966 3.072 144.038

MONTHLY QUALITY CONTROL AND ASSURANCE STATEMENT UPTO 30th June 2014

( ROUTINE QUALITY CONTROLL TEST IN ALL PACKAGE LABORATORY )

S. No. DescriptionFrequency of

Tests

Reference clause of test

frequency

Quantity upto

previous

month

Total No of tests upto

previous month

No. of tests during the

monthTotal No of upto date test

Page 162 of 246


Quantity

during

Month

Upto Date

quantity

Unit of

QuantityRemarks




Tests


frequency

Quantity upto

previous

month


previous month



4.0 Tests on Granular Sub - Base Course(GSB) 8497 8467 30 383 382 1 8880 8849 31

4.1 Gradation 1 test /200 m3 MORT&H Cl. 903.3.3.1 cum 2116 2110 6 95 95 0 2211 2205 6

4.2 LL / PL / PI 1 test /200 m3 MORT&H Cl. 903.3.3.1 cum 2104 2089 15 95 95 0 2199 2184 15

4.3 MDD/OMC As required Mutually Agreed cum 37 37 0 0 0 0 37 37 0

4.4 CBR test As required MORT&H Cl. 903.3.3.1 cum 29 29 0 0 0 0 29 29 0

4.5 10 Percent fine value 1 per Batch Mutually Agreed cum 14 14 0 0 0 0 14 14 0

4.6 Field Density 1 test /500 m2 MORT&H Cl. 903.3.3.1 1599871.56 84104.8 1683976.4 cum 4197 4188 9 193 192 1 4390 4380 10

5.0 Tests on Aggregate Base Course(WMM) 17935 17926 9 712 710 2 18647 18636 11

5.1 Mix aggregate Gradation 1 test /100 m3MORT&H Cl. 903.3.1 (Table

900-3)Cum 3995 3995 0 164 164 0 4159 4159 0

5.2 Plasticity Index 1 test /100 m3MORT&H Cl. 903.3.1 (Table

900-3)Cum 3922 3922 0 164 164 0 4086 4086 0

5.3 Aggregate Impact Value 1 test /200 m3MORT&H Cl. 903.3.1 (Table

900-3)Cum 2371 2371 0 91 91 0 2462 2462 0

5.4 Flakiness & Elongation Test 1 test /200 m3MORT&H Cl. 903.3.1 (Table

900-3)Cum 2344 2344 0 91 91 0 2435 2435 0

5.5 Water Absorption As required Mutually Agreed Cum 58 58 0 0 0 0 58 58 0

5.6 Proctor Test As required Mutually Agreed Cum 15 15 0 0 0 0 15 15 0

5.7 Field Density 1 test /500 m2 MORT&H Table No. 900-3 2318918.3 96469.2 2415387.5 Sqm 5230 5221 9 202 200 2 5432 5421 11

6.0 Bitumen 2608 2608 0 54 54 0 2662 2662 0

6.1 Specific Gravity 1 test per lot/Batch IS 73-Table 2 MT 147 147 0 0 0 0 147 147 0

6.2 Penetration @ 25 degree 1 test per sample Table no. 2 of IS 73 and Cl. 7 MT 979 979 0 27 27 0 1006 1006 0

6.3 Softening point (R & B) 1 test per sample Table no. 2 of IS 73 and Cl. 7 MT 979 979 0 27 27 0 1006 1006 0

6.4Absolute viscosity @ 60

degree 1 test per Sample Table no. 2 of IS 73 and Cl. 7 MT 63 63 0 0 0 0 63 63 0

6.5Kinematic Viscosity @ 135

degree1 test per Sample Table no. 2 of IS 73 and Cl. 7 MT 440 440 0 0 0 0 440 440 0

7.0 Prime Coat (SS-1) and Tack Coat (RS-I) 13140 13140 0 320 320 0 13460 13460 0

(A) Prime Coat

7.1Spreading Rate of Prime Coat

(Emulsion SS-I)

1test per 500 sqm or

two test per day

MORT&H Cl. 903.4.2 Table-

900-41214121.874 48031 1262152.874 Sqm 4009 4009 0 120 120 0 4129 4129 0

(B) Tack Coat

7.2Spreading Rate of Tack Coat

(Emulsion RS-1)

1test per 500 sqm or

two test per day

MORT&H Cl. 903.4.2 Table-

900-42367151.293 95519 2462670.293 Sqm 9131 9131 0 200 200 0 9331 9331 0

18892.840 705.936 19598.776

336387.01 16993.2 353380.21

349077.31 15765.40 364842.71

Page 163 of 246


Quantity

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quantity

Unit of

QuantityRemarks




Tests


frequency

Quantity upto

previous

month


previous month



8.0 Bitumenous Macadam (Grade-1) 1133 1133 0 0 0 0 1133 1133 0

8.1 Cleanliness (dust) 1 per 50cum MORT&H Cl. 903.4 MT 0 0 0 0 0 0 0 0 0

8.2 Individual Aggregate Gradation2 test per day per

plant MORT&H Cl. 903.4 MT 148 148 0 0 0 0 148 148 0

8.3 Mix aggregate Gradation2 test per day per

plant MORT&H Cl. 903.4 MT 154 154 0 0 0 0 154 154 0

8.4

Los Angeles

Abrasion/Aggregate Impact

Value

1 per 50cum MORT&H Cl. 903.4 MT 222 222 0 0 0 0 222 222 0

8.5 Water absorption As required and each

source changeMORT&H Cl. 903.4 MT 0 0 0 0 0 0 0 0 0

8.6 Coating and StrippingAs required and each


8.7Binder content and extration

test

2 test per day per

plantMORT&H Cl. 903.4 MT 153 153 0 0 0 0 153 153 0

8.8 Density of compacted layer 1 test per 250 sqm MORT&H Cl. 903.4 34239.50 0.00 34239.50 Sqm 456 456 0 0 0 0 456 456 0

9.0 Bitumenous Macadam (Grade-2) 116 116 0 0 0 0 116 116 0


9.2 Individual Aggregate Gradation2 test per day per

plant MORT&H Cl. 903.4 MT 26 26 0 0 0 0 26 26 0

9.3 Mix aggregate Gradation2 test per day per

plant MORT&H Cl. 903.4 MT 31 31 0 0 0 0 31 31 0

9.4Los Angeles


Value




9.6

Coating and StrippingAs required and each



test

2 test per day per

plantMORT&H Cl. 903.4 MT 28 28 0 0 0 0 28 28 0

9.8 Density of compacted layer 1 test per 250 sqm MORT&H Cl. 903.4 7699.45 0.00 7699.45 6 6 0 0 0 0 6 6 0

4949.98 0 4949.98

41419.78 0 41419.78

Page 164 of 246


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QuantityRemarks




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frequency

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previous

month


previous month



10.0 Dense Graded Bitumenous Macadam (Grade-1) 13146 13146 0 547 547 0 13693 13693 0


10.2

Los Angeles


Value


10.3Plasticity Index of fine

aggregateAs required Mutually agreed MT 28 28 0 0 0 0 28 28 0

10.4Flakiness Index and Elongation

Index (combined)1 per 50cum MORT&H Cl. 903.4 MT 1892 1892 0 73 73 0 1965 1965 0



10.6 Coating and Stripping 3 per Source MORT&H Cl. 903.4 MT 5 5 0 0 0 0 5 5 0

10.7Individual Aggregates

Gradation

1 set per 400 MT or

2 tests per DayMORT&H Cl. 903.4 MT 1690 1690 0 112 112 0 1802 1802 0

10.8 Dry Mix aggregates gradation1 test per 400 MT or


10.9Binder content and extraction

test

1 test per 400 MT or


10.10Marshall stability flow test and

density void analysis

1 set per 400 MT or



11.0 Dense Graded Bitumenous Macadam (Grade-2) 1993 1993 0 101 101 0 2094 2094 0


11.2

Los Angeles


Value










Gradation

1 set per 400 MT or





test





1 set per 400 MT or



31005.59 1242.98 32248.57

234449.369 9348.25 243797.623

Page 165 of 246


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quantity

Unit of

QuantityRemarks




Tests


frequency

Quantity upto

previous

month


previous month



12.0 Bituminous Concrete(Grade-2) 6709 6709 0 331 331 0 7040 7040 0


12.2

Los Angeles


Value










Gradation

1 set per 400 MT or





test





1 set per 400 MT or


12.11 Density of compacted layer 1 test per 750 sqm MORT&H Cl. 903.4 889875.5 41076.0 930951.5 MT 2812 2812 0 195 195 0 3007 3007 0

13.0 Semi Dense Bituminous Concrete(Grade-2) 110 110 0 0 0 0 110 110 0


13.2

Los Angeles


Value










Gradation

1 set per 400 MT or





test





1 set per 400 MT or


13.11 Density of compacted layer 1 test per 750 sqm MORT&H Cl. 903.4 0.00 0.00 0.00 MT 0 0 0 0 0 0 0 0 0

3485.96 0 3485.96

110138.259 4981.56 115119.819

Page 166 of 246


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quantity

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QuantityRemarks




Tests


frequency

Quantity upto

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month


previous month



14.0 Fine Aggregate(Sand for Concrete) 6174 6174 0 172 172 0 6346 6346 0

13.1 Sieve Analysis (Gradation)1 test per sublot

dividedIS 2340 Cl.4 MT 3425 3425 0 103 103 0 3528 3528 0

13.2Material passing 75 micron

(Silt Content)

1 test per sublot

dividedIS 2340 Cl.4 MT 2459 2459 0 69 69 0 2528 2528 0

13.3 Water absorption1 test per sublot

dividedIS 2340 Cl.4 MT 159 159 0 0 0 0 159 159 0

13.4 Specific gravity (SSD)1 test per sublot

dividedIS 2340 Cl.4 MT 131 131 0 0 0 0 131 131 0

15.0 Coarse Aggregate(For Concrete) 14454 14454 0 416 416 0 14870 14870 0

15.1 Sieve Analysis (Gradation)1 test per sublot

dividedIS 2340 Cl.4 MT 7793 7793 0 234 234 0 8027 8027 0

15.2 Aggregate Impact Value1 test per sublot

dividedIS 2340 Cl.4 MT 2941 2941 0 91 91 0 3032 3032 0

15.3 Flakiness Index.1 test per sublot

dividedIS 2340 Cl.4 MT 3151 3151 0 91 91 0 3242 3242 0

15.4 Specific gravity (SSD)1 test per sublot

dividedIS 2340 Cl.4 MT 166 166 0 0 0 0 166 166 0

15.5 Water absorption1 test per sublot

dividedIS 2340 Cl.4 MT 148 148 0 0 0 0 148 148 0

15.6 Los Angeles Abrasion Value1 test per sublot

dividedIS 2340 Cl.4 MT 0 0 0 0 0 0 0 0 0

15.7 Material passing 75 micron1 test per sublot

dividedIS 2340 Cl.4 MT 255 255 0 0 0 0 255 255 0

16.0 Cement 2028 2028 0 57 57 0 2085 2085 0

Physical Tests 0 0 0 0 0 0 0 0 0

16.1 Standard Consistancy Test 1 test per lot IS 3535 Cl. 5.5.2 & 5.6.1 MT 328 328 0 8 8 0 336 336 0

16.2 Soundness Test 1 test per lot IS 3535 Cl. 5.5.2 & 5.6.1 MT 298 298 0 8 8 0 306 306 0

Setting time Test MT 0 0 0 0 0 0 0 0 0

(a) Initial Setting time MT 327 327 0 8 8 0 335 335 0

(b) Final Setting Time MT 326 326 0 8 8 0 334 334 0

Compressive Strength Test MT 0 0 0 0 0 0 0 0 0

(A) 72+ 1 Hr. strength MT 249 249 0 8 8 0 257 257 0

(b) 168 + 2 Hr. strength MT 258 258 0 9 9 0 267 267 0

(c) 672 + 4 Hr. strength MT 242 242 0 8 8 0 250 250 0

16.3 1 test per lot IS 3535 Cl. 5.5.2 & 5.6.1

16.4 1 test per lot IS 3535 Cl. 5.5.2 & 5.6.1

176338.710 5891.960 182230.670

55022.542 1974.630 56997.172

117296.171 5208.65 122504.82

Page 167 of 246


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quantity

Unit of

QuantityRemarks




Tests


frequency

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month


previous month



17.0 Site Concrete 39142 39140 2 1524 1524 0 40666 40664 2

M 10 Grade Cum 0 0 0 0 0 0 0 0 0

7 days compressive strength Cum 94 94 0 0 0 0 94 94 0


M 15 Grade Cum 0 0 0 0 0 0 0 0 0



M 20 Grade Cum 0 0 0 0 0 0 0 0 0



M 25 Grade Cum 0 0 0 0 0 0 0 0 0



M 30 Grade Cum 0 0 0 0 0 0 0 0 0



M 35 Grade Cum 0 0 0 0 0 0 0 0 0



M 40 Grade Cum 0 0 0 0 0 0 0 0 0



M 45 Grade Cum 0 0 0 0 0 0 0 0 0



M 50 Grade Cum 0 0 0 0 0 0 0 0 0



17.9Frequency according

to table 1700-8As per MORT&H 1716.2.4 2943.65 133.50 3077.15

















Page 168 of 246


Quantity

during

Month

Upto Date

quantity

Unit of

QuantityRemarks




Tests


frequency

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previous

month


previous month



DLC Concrete Cum 0 0 0 0 0 0 0 0 0


Insitu Density3 density holes per

2000 sqmAs per MORT&H 903.5.1.2 22684.30 600.00 23284.30 Cum 60 60 0 3 3 0 63 63 0

PQC Grade Concrete Cum 0 0 0 0 0 0 0 0 0



7 days flexural strength Cum 85 85 0 0 0 0 85 85 0

28 days fexural strength Cum 74 74 0 0 0 0 74 74 0

18.0 Slump Test 55786 55786 0 2719 2719 0 58505 58505 0

M 10 Grade Cum 0 0 0 0 0 0 0 0 0

Slump test at Site Cum 173 173 0 0 0 0 173 173 0

Slump test at Plant Cum 169 169 0 0 0 0 169 169 0

M 15 Grade Cum 0 0 0 0 0 0 0 0 0



M 20 Grade Cum 0 0 0 0 0 0 0 0 0



M 25 Grade Cum 0 0 0 0 0 0 0 0 0



M 30 Grade Cum 0 0 0 0 0 0 0 0 0



M 35 Grade Cum 0 0 0 0 0 0 0 0 0



M 40 Grade Cum 0 0 0 0 0 0 0 0 0



18.7

1 test( on composite

samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 3157.59 229.45 3387.04

18.6


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 39243.85 766.30 40010.15

18.5


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 63804.27 2142.05 65946.32

18.4


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 427.12 42.71 469.83

18.3


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 19480.65 1058.15 20538.81

301.15 0.00 301.15

18.2


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 11723.91 486.94 12210.85

17.12 2 cubes and 2 beams

per 150 cum or Min

6 cubes or 6 beams

per day

As per MORT&H 1716.2.4

17.13

18.1


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3

17.11

3 samples per 1000

sqmAs per MORT&H 903.5.1.1 2718.00 47.00 2765.00

3585.10 628.75 4213.85

Page 169 of 246


Quantity

during

Month

Upto Date

quantity

Unit of

QuantityRemarks




Tests


frequency

Quantity upto

previous

month


previous month



M 45 Grade Cum 0 0 0 0 0 0 0 0 0



M 50 Grade Cum 0 0 0 0 0 0 0 0 0



PQC Grade Concrete Cum 0 0 0 0 0 0 0 0 0



18.11 Texture Depth TestPer day 5

Measurements

As per MORT&H Cl. 602.9.8.4

(Table-600-2)- 75 75 0 5 5 0 80 80 0

232037 231845 192 9388 9374 14 241425 241219 206

113840 113778 62 3712 3712 0 117552 117490 62

118197 118067 130 5676 5662 14 123873 123729 144

Total Tests

Total Laboratory tests

Total Field Tests

18.101 test per per each

dumper

As per MORT&H Cl. 904.5.2.4

(Table-900-6)3585.10 628.75 4213.9

18.9


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 3108.40 133.50 3241.90

18.8


samples) per each

mixture unit

As per IS 1199 cl. 3.2 and 3.3 2465.85 14.00 2479.85

Page 170 of 246


ANNEXURE-09

EXISTING ROAD MAINTENANCE


Page 171 of 246


4 L a n i n g o f J e t p u r - S o m n a t h S e c t i o n ( K m . 0 . 0 0 0 t o 1 2 7 . 6 0 0 ) o f N H - 8 D i n

t h e S t a t e o f G u j a r a t o n D B F O P a t t e r n u n d e r N H D P P h a s e I I I

EXISTING ROAD MAINTENANCE

Clause 6.2 of the Concession Agreement states that “ During the development

period, the Authority shall maintain the Project Highway, as its own cost and

expense, so that its traffic worthiness and safety are at no time materially inferior as

compared to its condition 7 (Seven) days prior to the last date of submission of bid,

and in the event of any material deterioration or damage other than normal wear

and tear, undertake repair thereof, or pay to the Concessionaire the cost and

expense, as determined by the Independent Engineer, for undertaking such repair

after the appointed date”

As the existing project highway has deteriorated to such an extent where its traffic

worthiness and the safety of the road users are at grave risk during the development

period, repair and maintenance was taken up with duly submitted representations to

the Authority.

Estimates for maintenance of existing road repair and maintenance has been

submitted to NHAI and it was reviewed by IE and forwarded to NHAI thru letter

No. ICT: 655: NCS: 7683 dated 25.06.12.

As the overlay works on existing road in more than 80 km length could not be taken

up till the availability of hindrance free land including Junagadh and Keshod Bypass,

Concessionaire had again requested NHAI for approval of the estimate for Repair &

Rehabilitation work submitted earlier. After review by Independent Engineer a

revised proposal Rs. 4.26 crore was recommended by the office of RO, Gandhinagar

for necessary approval vide their letter NHAI/12013//2/2010-RO-GNR/Tech/Jet-

Som/Vol-10/3439/2013 dated 28.03.2013 for taking up bare minimum repair &

rehabilitation works on the balance length of existing road to be overlaid after

handing over of hindrance free land by Authority.

However, Concessionaire will be undertaking the repair of existing road by laying

overlay wherever required, to bring the highway condition to satisfactory condition

and avoid criticism from the public and local administration, as instructed by IE and

the Authority. Aprpox. 6.52 km length of overlay works and 66 km of pot hole

repairing completed during Dec ’13 & Jan ’14. Concessionaire’ representative has

carried out maintenance of existing road in the month of May ’14 between Ch.

Page 172 of 246


4 L a n i n g o f J e t p u r - S o m n a t h S e c t i o n ( K m . 0 . 0 0 0 t o 1 2 7 . 6 0 0 ) o f N H - 8 D i n t h e S t a t e o f G u j a r a t o n D B F O P a t t e r n u n d e r N H D P P h a s e I I I

99+100 to 121+111 (Gadu – Somnath Section) and also on portion of existing

Junagadh Bypass.

Further, several communications have been exchanged between JSPTL, IE & NHAI

on this context along with relevant cost estimates which were scrutinized by IE for

approval under clause 6.2 of CA. JSTPL has submitted revised estimate or Rs. 13.97

Cr. Vide letter No. JSPTL/2014/320 dated 02nd January 2014 taking in to

consideration that the damages have enhanced during monsoon due to insufficient

maintenance in absence of approval of estimate. The estimate submitted by JSTPL

was reviewed by IE and optimized to Rs. 7.79 Cr. Vide letter No.:

ICT:655:NCS:1571 dt 7th January, 2014. Further, PD, NHAI has recommended for

approval from Authority to cost estimate R. 6.52 Cr. towards Repair &

Rehabilitation work of existing road through letter No. NHAI/PIU/RJK/Jet-

Som/2013/D-962 dt 18th March’2014 and enlightened the same further through letter

No. NHAI/PIU/RJK/Jet-Som/2013/D-1369 dt 29th April’2014

Meanwhile, the existing bypass is currently being maintained by JSTPL by repairing of

pot holes including overlay in severely damaged sections, however these short term

measures cannot withstand the anticipated traffic for additional 2.5 to 3 years due to

delays in starting of proposed Junagadh Bypass considering the uncertainty involved

in possession of land. Existing Bypass needs immediate strengthening in order to

meet the demand of traffic for coming 2.5 to 3 years. Accordingly, JSTPL submitted

the proposal for major maintenance / strengthening of existing Junagadh Bypass

through letter No. JSTPL/2014/365 dated 10.03.14 and requested the Authority to

accord approval, under change of scope, for carrying out major maintenance prior to

monsoon period, so that excessive deterioration during monsoon can be avoided

and the existing bypass can be maintained in traffic worthy condition for the benefit

of road users.

As concessionaire has not received any concurrence / approval from the Authority

till now, again requested for in principle approval for the proposal submitted for

carrying out major maintenance to the existing Junagadh bypass prior to monsoon

period through letter No. JSTPL/2014/403 dt 02.06.14

Page 173 of 246


ANNEXURE-10

ISSUES AFFECTING

CONSTRUCTION


Page 174 of 246


A. ISSUES REQUIRING URGENT

ACTION FROM NHAI

4 Laning of Jetpur - Somnath Section (Km.0.000 to 127.600) of NH-8D in the State of Gujarat on DBFO

Pattern under NHDP Phase III

Page 175 of 246

Jetpur Somnath Tollways Pvt. Ltd [JSTPL]Jetpur Somnath Tollways Pvt. Ltd [JSTPL]Jetpur Somnath Tollways Pvt. Ltd [JSTPL]Jetpur Somnath Tollways Pvt. Ltd [JSTPL]

Key issues requiring urgent action from NHAIKey issues requiring urgent action from NHAIKey issues requiring urgent action from NHAIKey issues requiring urgent action from NHAI Annexure-10AAnnexure-10AAnnexure-10AAnnexure-10A

Sr. No.Sr. No.Sr. No.Sr. No. IssueIssueIssueIssue Current StatusCurrent StatusCurrent StatusCurrent Status ImpactImpactImpactImpact Action required from NHAIAction required from NHAIAction required from NHAIAction required from NHAI

LandLandLandLand AcquisitionAcquisitionAcquisitionAcquisition –––– JunagadhJunagadhJunagadhJunagadh BypassBypassBypassBypass andandandand itsitsitsits approachesapproachesapproachesapproaches

(Design Ch.17+165 to Ch.41+800)(Design Ch.17+165 to Ch.41+800)(Design Ch.17+165 to Ch.41+800)(Design Ch.17+165 to Ch.41+800)

3D Published in Gazette on 06 Aug 2013 and in local

newspapers on 17 Aug 2013.

3G Hearing commenced on 5 Oct’13 & completed till date

for 6 villages (Out of 10) of Vadal, Sukhpur, Virpur,

Taliyadhar, Nadarkhi & Shapur villages. Further 3G Hearing

for balance 4 villages of Saragvada, Galiyavada, Vadhavi and

Koyali planned on 30.10.13, 27.11.13, 29.11.13 and 22.11.13

respectively was boycotted by villagers except at Saragvada

village where a few villagers attended the hearing.

Further villagers of Junagadh have filed a PIL (283 of 2013) in

High Court against proposed alignment and have also

accused LAO of bypassing certain procedures during the 3D

hearing. Due to this LAO (Junagadh), is hesitant to proceed

further till the Court gives further orders. He has also

sought legal advice and further LA process is held up as on

date.

3G approved for approach portions of Junagadh

Bypass (Existing road sections of Vadal & Shapur

Villages) and Payment disbursement carried out for

Vadal on 21 & 26 Mar14 and for Shapur on 26

Mar14.

During the Hearing on 26 June14, Govt. lawyer

informed to Court that 3G Hearing for 2 villages i.e.

Vadal and Shapur is fixed on 11 July14 and within

acceptable time frame the award will be completed.

The Court also instructed to carryout 3G hearing

for balance villages also. Next hearing is on 11

July14.

Complete works of Junagadh Bypass remains

suspended due to non-availability of the land.

1. Construction work cannot be

commenced in (approx.) 19.8019.8019.8019.80 KmKmKmKm lengthlengthlengthlength

ofofofof bypassbypassbypassbypass along with another 0.100.100.100.10 KmKmKmKm

held up in its approaches on both ends

totaling to 19.90 Km.19.90 Km.19.90 Km.19.90 Km.

2. The resources mobilized for Package-1

and part of Package-2 continue to remain

grossly underutilized.

3. The commencement of works in this

section is delayed by 731 days against the

provisions of clause 10.3.4 of CA.

The process of Land Acquisition (3G to

3H) for the Junagadh Bypass of 19.80

kms needs to be expedited as these

delays would affect CoD and further

delay Project completion schedule.

1

Page 176 of 246




Non-PossessionNon-PossessionNon-PossessionNon-Possession ofofofof completecompletecompletecomplete landlandlandland inininin no.no.no.no. ofofofof villagesvillagesvillagesvillages duedueduedue totototo

paymentpaymentpaymentpayment disputedisputedisputedispute inininin 3H3H3H3H ProcessProcessProcessProcess andandandand FreshFreshFreshFresh 3G3G3G3G (Part-2(Part-2(Part-2(Part-2

awards) for Patan & Supasi villagesawards) for Patan & Supasi villagesawards) for Patan & Supasi villagesawards) for Patan & Supasi villages

Possession is still pending due to payment dispute in 3H

process. The prominent villages, where possession is

pending are: Supasi, Veraval and Patan

§ SupasiSupasiSupasiSupasi – Out of 2.33 Km LA process completed

for 1.24 Kms only i.e. 53% (Balance 1.09 km – 47%)1.09 km – 47%)1.09 km – 47%)1.09 km – 47%)

§ § § § PatanPatanPatanPatan –––– Out of 4.71 Km LA process completed

for 3.11 Kms only i.e. 66% (balance 1.60 kms- 34 %)

§ § § § VeravalVeravalVeravalVeraval –––– Out of 2.05 Km LA process completed

for 1.97 Kms i.e. 96% (balance 0.08 kms – 4 %)

§ The majority of non-availability of land is at Supasi

& Patan villages where the 3G for Part-2 of LA

process is underway.

1. Construction work cannot be

commenced in (approx.) 2.772.772.772.77 KmKmKmKm lengthlengthlengthlength

and there are 6 gaps in length because of

the same which are causing delays in

works and gross underutilization of

mobilized resources.




To expedite further process of balance

payment disbursement and deliver the

balance land for 3 villages. We request

your intervention for speedy process of

Part-2 3D approvals & further process of

3G & 3H (Payment disbursement) in

these two villages to mitigate further

delays in completion of Project.

2

Page 177 of 246




LandLandLandLand AcquisitionAcquisitionAcquisitionAcquisition –––– 3333 VillagesVillagesVillagesVillages (Keshod(Keshod(Keshod(Keshod Bypass-Movana,Bypass-Movana,Bypass-Movana,Bypass-Movana,

Keshod and Kevadra villages)Keshod and Kevadra villages)Keshod and Kevadra villages)Keshod and Kevadra villages)

Land acquisition proceedings have been stalled on account

of public resistance to proposed alignment.

A revised alignment prepared by DPR Consultant and

consented by IE has been recommended by PD to NHAI on

29 August 2012. The revised alignment has been approved

by PD, NHAI and the intimated to us on 01 Feb 13.

This revision in alignment has necessitated fresh land

acquisition proceedings.

Part of the main Carriageway has been constructed within

30 m available ROW. However, other works like service

roads, lined drains etc. are pending for completion of land

acquisition for the complete ROW of 60m.

1.001.001.001.00 KmKmKmKm length of highway (approx.) is affected for

carriageway works

11.411.411.411.4 kmkmkmkm length of highway is affected for completion

works including slope protection, drainage works

etc.

Service road of 1.691.691.691.69 kmskmskmskms is affected due to non-

availability of ROW.

Any delay in completion of LA process will severely

jeopardize the exceptional efforts taken by JSTPL

and will delay the works as above within 60M ROW.

1. 1.00 Km length of highway (approx.) is

affected for carriageway works and 11.4

km length of highway is affected.




Re-commencement of LA process as per

revised alignment and delivery of

complete land for Keshod Bypass as per

revised alignment without any further

delay.

3

Page 178 of 246




LandLandLandLand AcquisitionAcquisitionAcquisitionAcquisition –––– TollTollTollToll PlazaPlazaPlazaPlaza (including(including(including(including TrafficTrafficTrafficTraffic AidAidAidAid PostPostPostPost &&&&

Medical Aid Posts)Medical Aid Posts)Medical Aid Posts)Medical Aid Posts)

As per 'Schedule B' 16,000 sqm of additional land is

required at Toll plaza (Total 32,000 sqm)

As per design carried out based on reference layout given

in IRC 84: Manual for Four laning, 1,08,000 sqm of land is

required. But we have optimized the land to only 10,000

sqm at each Toll Plaza (Total 20,000 sqm for 2 Toll Plazas).

TollTollTollToll plazaplazaplazaplaza (TP)-1:(TP)-1:(TP)-1:(TP)-1: The work was stopped due to heavy

resistance from locals who wanted to shift the location of

Toll plaza by1 km in Govt. land. 3C hearing completed on

23 Dec’2013.

TollTollTollToll plazaplazaplazaplaza (TP)-2:(TP)-2:(TP)-2:(TP)-2: 3C hearing completed on 21 Dec’2013.

3D documents approved by MoRT&H, Gazette publication

done on 7 Mar 14 followed by publication in local

newspapers on 28 Mar14.

TollTollTollToll plazaplazaplazaplaza (TP)-1:(TP)-1:(TP)-1:(TP)-1: 3D documents were pending at

LAO for about 3 months and now forwarded to

NHAI HQ from NHAI RO office for approval and

further process of Gazette publication.

TollTollTollToll plazaplazaplazaplaza (TP)-2:(TP)-2:(TP)-2:(TP)-2: 3D documents approved by

MoRT&H, Gazette publication done on 7 Mar 14

followed by publication in local newspapers on 28

Mar14.

Further process of Land Acquisition (3D/3G to 3H)

for the Toll Plazas land needs to be expedited as this

activity is on Critical path and further delay would

affect CoD and Project completion schedule.

1. Construction works cannot be

commenced for Toll Plaza-1(51+250) and

Toll Plaza-2(108+900) in absence of land

for the facilities of Toll Plaza.




To deliver the land for TP-I (51+250)

and TP-2(108+900) without any further

delay.

Utility Shifting – PGVCL:Utility Shifting – PGVCL:Utility Shifting – PGVCL:Utility Shifting – PGVCL:

Delay in shifting of utilities (underground crossings) which

has severely affected the commencement of works due to

non-availability of RoW in the stretches of Land affected by

such utilities.

The shifting of electrical lines (in crossing locations) was

started only in the month of Dec13.

The shifting of electrical lines was started in Dec13

and is completed in a length of 4 km (approx.) since

31 Jan14 and the RoW for this land is now available

for working.

However, process of shifting the balance 245

crossings shall take duration of 3 months but works

held up due to payment issues with NHAI.

RoW for 2.56 km (approx.) of land is still

not available due to presence of electrical

utilities

Apart from the above, the works

especially in raised carriageway are

affected due to pending crossings of

underground utilities.

Shifting works for both electrical lines

and underground crossings for HT lines

need to be expedited to give possession

of RoW for land affected by the above

utilities.

4

5

Page 179 of 246




Impediments in construction of ROB-1 at Km 2+800:Impediments in construction of ROB-1 at Km 2+800:Impediments in construction of ROB-1 at Km 2+800:Impediments in construction of ROB-1 at Km 2+800:

A1 side RE wall works has been hampered due to non-

availability of the land in the approach land from Km 2+200

to Km 2+350. This has been cleared only in the month of

March 2014.

Further, locals has stopped the work of ROB demanding for

2 no’s PUP on both sides along with the service road. This

issue has been brought to the notice of PIU NHAI and a

joint site inspection has been conducted at site but locals

have persisted their demand for construction of 2 no’s PUP.

Detailed proposal for construction of 2 no’s PUP

under “Article-16 - Change of Scope ” has been

submitted by JSTPL.

IE reviewed the recommended the same to NHAI.

PIU has recommended the case to CGM-NHAI

In Principle accorded by NHAI HQ on 16 June 14.

RE wall & embankment works were

hampered near the Abutments A1 & A2

since last 5 months due to non approval of

'In-Principle approval' and now the

construction works are being taken up.

6

Page 180 of 246


B.LAND ACQUISITION STATUS


Page 181 of 246

Jetpur Somnath Toll ways Pvt. Ltd [JSTPL]

Details of land-availability for main carriageway work - Status as on 30 June 2014 Annexure-10B

From To Length Electrical Utilities (in

possessed land)

Water Pipe line utilities (in possessed

land)

Other Constraints

1 Navagadh -0.754 1.400 2.154 2.154 0.085 2.0691. Payment Disbursed - 12/14 = 86%. (One Time)

2. 85 mtrs stretch affected due to non-shifting of electric lines utility

2 Pedhla 1.400 2.314 0.914 0.914 0.050 0.8641. Payment Disbursed - 13/18 = 72%. (One Time)


3 Jetalsar 2.314 7.340 5.026 5.026 5.0261. Payment Disbursed - 71/73 = 97%. (3 times)


4 Navi Sakli 7.340 10.150 2.810 2.810 2.810 1. Payment Disbursed - 31/46 = 67% (5 times)

5 Juni Sakli 10.150 11.160 1.010 1.010 1.010 1. Payment Disbursed - 12/13 = 92% (5 times)

6 Choki 11.160 15.740 4.580 4.580 0.070 4.5101. Payment Disbursed - 49/53 = 92% (5 times)


3. Water pipeline needs to be shifted

7 Kathrota 15.740 15.900 0.160 0.160 0.160 1. Payment Disbursed - 9/11 = 82% (2 times)

8 Bhiyal 15.900 17.165 1.265 1.265 1.265 1. Payment Disbursed - 12/13 = 92% (5 times)

9 Vadal (Ex.Road) 17.165 20.850 3.685 3.685 0.300 0.400 2.985 1. Payment Disbursed - 92/99 = 93% (5 times)

10 Sukhpur 0.000

11 Saragvada 0.000

12 Virpur 0.000

13 Galiyavada 0.000

14 Vadhavi 0.000

15 Taliyadhar 0.000

16 Nadarkhi 0.000

17 Koyali 0.000

18 Shapur (Ex.Road) 40.650 41.800 1.150 1.150 1.150 1. Payment Disbursed - 15/18 = 83% (2 times)

19 Vanthali 41.800 47.590 5.790 5.790 0.080 5.710

1. Payment disbursed, 94/103 = 91%. (5 times)


3. Water pipeline to be shifted;

4. Railway boundary issue affecting 80 mtrs of stretch

20 Kanza 47.590 49.950 2.360 2.360 2.360 1. Payment disbursed, 15/16 = 94%. (5 times)

21 Khokharda 49.950 50.625 0.675 0.675 0.675 1. Payment disbursed, 2/2 = 100% (One Time)

22 Gadoi 50.625 53.430 2.805 2.805 2.8051. Payment disbursed, 32/36 = 89% (5 times)

2. Toll Plaza land acquisition pending (100 m RoW)

23 Tinmash 53.430 53.670 0.240 0.240 0.240 1. Payment disbursed, 3/4 = 75% (4 times)

24 Manekvada 53.670 58.080 4.410 4.410 4.410 1. Payment disbursed, 42/44 = 95% (5 times)

25 Agatrai 58.080 62.620 4.540 4.540 4.540 1. Payment disbursed, 80/86 = 93%. (6 times)

26 Movana 0.980 0.980

S.No.

Village

Design Chainage Length where payment process

under section 3H is under progress

Non-availability of RoW due to various factors Length of Land Possession (Clear front available for

Construction)

Status as on 30 June' 2014

0.000

* Ministry has signed the 3A notification on 24 August 2012

* Re-publication of 3A in local newspaper achieved on 24 February 2013

* JMS completed for all 10 villages of Junagadh Bypass from 25-29th June

2013 with the help of District administration and police force.

* 3D published in local news papers on 17 Aug 2013

* Payment disbursement started at approaches of Junagadh Bypass (Vadal

& Shapur villages).

* Further process of 3G to 3H needs to be completed and land to be

delivered with desired urgency.

1. Possession of Existing ROW is in progress.

20.850 40.650 19.800

Page 182 of 246




possessed land)


land)

Other Constraints

S.No.

Village




Construction)


27 Keshod 10.120 10.120

28 Kevadra

29 Sondarda 75.000 76.225 1.225 1.225 1.225 1. Payment disbursed, 41/42 = 98% (3 times)

30 Koylana 76.225 79.740 3.515 3.515 3.515 1. Payment disbursed, 71/72 = 99% (7 times)

31 Revadra 79.740 80.100 0.360 0.360 0.360 1. Payment disbursed, 3/3 = 100% (1 Time)

32 Panidhra 80.100 82.275 2.175 2.175 2.175 1. Payment disbursed, 19/20 = 95% (5 times)

33 Juthal 82.275 84.730 2.455 2.455 2.455 1. Payment disbursed, 21/22 = 95% (3 times)

34 Galodar 84.730 88.885 4.155 4.155 4.155 1. Payment disbursed, 38/38 = 100% (4 times)

35 Bhanduri 88.885 93.840 4.955 4.955 0.300 0.100 4.5551. Payment disbursed, 68/68 = 100% (4 times)


3. Water pipe line needs to be shifted

36 Jadka 93.840 95.180 1.340 1.340 0.050 1.2901. Payment disbursed, 13/14 = 93% (4 times)

2. 50 mtrs stretch affected due to electric lines utility

37 Gadu 95.180 99.100 3.920 3.920 0.220 3.7001. Payment disbursed, 26/26 = 100% (5 times)


38 Vishanvel 99.100 99.580 0.480 0.480 0.050 0.4301. Payment disbursed, 3/4 = 75% (3 times)


39 Sukhpur 99.580 101.160 1.580 1.580 0.100 0.080 1.4001. Payment disbursed, 24/24 = 100% (5 times)

2. 100 mtrs stretch affected due to electric lines utility

40Shantipura /

Mohabatpura101.160 102.190 1.030 1.030 1.030 1. Payment disbursed, 13/15 = 87%. (5 times)

41 Simar 102.190 103.080 0.890 0.890 0.890 1. Payment disbursed, 13/13 = 100% (3 times)

42 Kindarva 103.080 104.580 1.500 1.500 1.500 1. Payment disbursed, 16/18 = 89% (4 times)

43 Sidokar 104.580 104.860 0.280 0.280 0.280 1. Payment disbursed, 2/2 = 100% (3 times)

44 Supasi 104.860 107.190 2.330 1.240 0.200 1.040

1. Payment disbursed, 14/17 = 82% (4 times)

2. Part-2 awards case

3. 200 mtrs stretch affected due to non-shifting of electric lines utility in

available land

45 Chanduvav 107.190 108.900 1.710 1.710 1.710 1. Payment disbursed, 22/22 = 100% (3 times)

46 Dari 108.900 110.500 1.600 1.600 0.100 0.120 1.3801. Payment disbursed, 51/65 = 78% (4 times)


3. Water pipe lines shifting under progress

47 Chhatroda 110.500 111.100 0.600 0.600 0.130 0.4701. Payment disbursed, 5/6 = 83% (3 times)



62.620 75.000 12.380

2. Revised alignment has been approved in the Executive Committee

meeting, NHAI held on 2 January 2013 & further process of Land

Acquisition as per approved revised alignment has to be initiated by

NHAI.

Page 183 of 246




possessed land)


land)

Other Constraints

S.No.

Village




Construction)


48 Veraval 111.100 113.150 2.050 1.970 0.120 1.850


2. Partial Land possession due to missing land parcels (Missing 3D),

Corrigendum and Remeasurement of survey numbers in about 67 villages.


49 Dabhor 113.150 114.420 1.270 1.270 1.2701. Payment disbursed, 8/9 = 89% (5 times)



50 Tantivela 114.420 116.200 1.780 1.780 1.780 1. Payment Disbursed - 75/81 = 93% (5 times)

51 Bhalpara 116.200 117.990 1.790 1.790 1.790 1. Payment disbursed, 19/21 = 90% (5 times)

52 Patan 117.990 122.700 4.710 3.110 1.100 2.010


2. Part-2 case of LA

3. 1200 mtrs stretch affected due to non-shifting of electric and also

water pipe line utilities

4. Approx. 900 mtrs is under Somnath Trust.

123.45 99.60 2.56 1.02 0.08 95.95

80.68% 2.07% 0.83% 0.06% 77.72%

Land in (Km)

Land in (%)

Page 184 of 246


C. SHIFTING OF UTILITIES TREES,GETCO

& PGVCL AND ITS

STATUS


Page 185 of 246


Status of Tree Cutting & Utility Shifting - PGVCL Annexure-10C

Sl. Description UnitTotal

(Affected) length

Cleared length

Balance%age

completionRemarks/Status as on 30 June '2014

1 Tree Cutting

a Protected Forest - Notified Km. 63.9 63.9 0 100% Tree cutting in protected Forest completed

b Protected Forest - Non-notified Km. 20.6 20.6 0 100% Tree cutting in protected Forest completed

c Non Protected Forest Km. 40.3 20.5 19.8 51% Balance at Junagadh bypass section

2 Utility Shifting

a HT line shifting - GETCO Nos. 18 14 4 78% Balance at Junagadh bypass section

bElectric line shifting (parallel electric

lines to the main carriage way)Km. 246.9 185.4 61.5 75%

Shifting of electric lines/poles parallel to highway

alignment is under progress.

cElectric line shifting (Under ground

crossing / overhead line crossing)

Locations

(Nos)288 49 239 17%

Balance locations the Shifting works are under

progress (at 26 locations Boring completed)

(35 Locations are at Junagadh Bypass section)

Shifting work is affected due to delay in payment of

RA Bills by NHAI.

Page 186 of 246


D. SHIFTING OF GWSSB

WATERPIPE LINE & ITS

STATUS


Page 187 of 246


Status of Utility Shifting - Water Pipe Line Annexure-10D

From To Length

250mm Dia PVC pipe (Jetpur Emergency pipe line network)

5.990 6.340 0.350 0.35

140mm Dia PVC pipe (Jetpur Emergency pipe line network)

5.645 6.510 0.865 0.87

90mm & 110mm Dia PVC pipe 5.610 6.250 0.640 0.64

2 Near Village Choki 140mm dia PVC pipe 10 Kg./Cm2 line 13.625 13.825 0.200 0.20

3 Near Village Vadal Shifting of 110mm dia PVC 10 Kg/Cm2 19.200 19.900 0.700 0.23

4 Near JMC Chungi Naka at ch 24.350 Crossing of 273mm dia MS Line 24.350 0.050 -

5 Near Village Virpur at Ch. 24.800 Crossing of 90mm dia PVC line 24.800 0.050 -

6 Near Village Vadhavi at Ch. 32.800 Crossing of 140mm dia PVC pipe line 32.800 0.050 -

7 After Village Nandarkhi at Ch. 35.450 Crossing of 250mm dia PVC Line 35.450 0.050 -

8On JND-VTL Highway Opp. To Vill Shapur at Ch. 40.800

Crossing of 711mm dia MS Line 40.800 0.050 -

9 From Vanthali Village to Ozat RiverShifting of 315mm Dia HDEP, 6Kg/Cm2 line (Run parallel and crossing at Ch. 44+850)

44.850 46.280 1.430 1.43 Completed

10Near Khokharda Fatak towards Gadoi-Tinmash- Sondarda under Ozat-II Regional W.S.S

Shifting of 140mm Dia PVC, 6Kg/Cm2 line (Run parallel 100 meter and crossing)

Shifting of 140mm Dia PVC, 6Kg/Cm2 line Run parallel 200 meter

56.200 58.200 2.000 2.00 Completed

Crossing of 610mm dia MS Line 65.050 65.100 0.050 0.05 NHAI yet to deposit supervision charges to GWSSB.

Crossing of 110mm dia PVC, 6Kg/Cm2 line 77.550 77.600 0.050 0.05 NHAI yet to deposit supervision charges to GWSSB.

Shifting of 500mm dia D.I pipe line(run parallel 6180 meter)

Shifting of 450mm dia D.I pipe line(run parallel 7420 meter & crossing)

13 From Sukhpur to Bhalpara Section of NH-8D Water line of 110mm dia PVC, 6Kg/Cm2 line 105.000 116.500 11.500 9.50 Further work not taken up due to non availability of land (Supasi Village).

14 From Sukhpur to Bhalpara Section of NH-8D Crossing of 110mm dia PVC, 6Kg/Cm2 line 105.000 116.500 0.400 Estimate are under approval by NHAI

15 From Talala Chokdi to BhalparaShifting of 140mm Dia PVC, 6Kg/Cm2 line Run parallel 565 meter and crossing.

116.200 116.765 0.565 0.565 Shifting Completed

Total Affected Length (in Km) 19.400 15.880 81.86%

Status as on 30 June '2014S

NoLocation

Chainage (present scope as per present status) Length

AvailableDescription

Near Village Jetalsar1

Near village: Sondarda, Manekvad, and village: Revandra, Ta: Keshod Junagadh Bypass (Realignment) of NH-8D

11

Payment deposited by NHAI. Tender awarded by GWSSB Department. Work shall be taken up.

-

Revised estimate under approval by NHAI.

NHAI is yet to deposit supervision charges with GWSSB.

From Galodhar to Gadu Section of NH-8D(Mangrol Emergency line - Between Ch. 86 to 96)

12 86.000 96.300 0.400

Page 188 of 246


E. OBSTRUCTION STATUS


Page 189 of 246

LHS RHS LHS RHS

1 Encroachments 0 1000 1000 2 5 2 5

2 Encroachments 1000 2000 1000 - 4 - 4

3 Encroachments 2000 3000 1000 4 6 4 6

4 Encroachments 3000 4000 1000 6 4 6 4

5 Encroachments 4000 5000 1000 18 17 18 17

6 Encroachments 5000 6000 1000 39 56 39 30

7 Encroachments 6000 7000 1000 14 41 14 26

8 Encroachments 7000 8000 1000 8 9 8 9

9 Encroachments 8000 9000 1000 12 5 12 5

10 Encroachments 9000 10000 1000 6 3 6 3

11 Encroachments 10000 11000 1000 4 8 4 8

12 Encroachments 11000 12000 1000 17 6 17 6

13 Encroachments 12000 13000 1000 8 8 8 8

14 Encroachments 13000 14000 1000 25 17 20 17

15 Encroachments 14000 15000 1000 3 9 3 9

16 Encroachments 15000 16000 1000 - 7 - 7

17 Encroachments 16000 17000 1000 2 9 2 9

18 Encroachments 17000 18000 1000 5 16 1 9

19 Encroachments 18000 19000 1000 3 8 3 8

20 Encroachments 19000 20000 1000 21 32 5 28

21 Encroachments 20000 20900 900 7 11

22 Encroachments 40900 41000 100 - - - -

23 Encroachments 41000 42000 1000 9 2 9

24 Encroachments 42000 43000 1000 17 42 17 42

25 Encroachments 43000 44000 1000 11 3 11 3

26 Encroachments 44000 45000 1000 4 4 4 4

27 Encroachments 45000 46000 1000 4 6 4 6

28 Encroachments 46000 47000 1000 4 6 4 6

29 Encroachments 47000 48000 1000 2 3 2 3

30 Encroachments 48000 49000 1000 6 16 6 16

31 Encroachments 49000 50000 1000 1 1 1 1

32 Encroachments 50000 51000 1000 6 2 6 2

33 Encroachments 51000 52000 1000 - 6 - 6

34 Encroachments 52000 53000 1000 - 1 - 1

35 Encroachments 53000 54000 1000 - 1 - 1

36 Encroachments 54000 55000 1000 5 2 5 2

37 Encroachments 55000 56000 1000 10 5 4

38 Encroachments 56000 57000 1000 9 1 9 1

39 Encroachments 57000 58000 1000 2 4 2 4

Description RemarksS.

No

OBSRTUCTIONS LIST




Nos of Obstruction

Removed

Nos of Obstruction

TotalFrom To Length

Page 190 of 246

LHS RHS LHS RHS


No

OBSRTUCTIONS LIST




Nos of Obstruction

Removed

Nos of Obstruction

TotalFrom To Length

40 Encroachments 58000 59000 1000 - 1 - 1

41 Encroachments 59000 60000 1000 - 1 - 1

42 Encroachments 60000 61000 1000 3 2 3 2

43 Encroachments 61000 62000 1000 2 10 2 10

44 Encroachments 62000 63000 1000 2 9 2 9

45 Encroachments 63000 63900 900 2 12 1

46 Encroachments 75900 76900 1000 2 1 2 1

47 Encroachments 76900 77900 1000 4 5 4 5

48 Encroachments 77900 78900 1000 1 1 1 1

49 Encroachments 78900 79900 1000 1 7 1 7

50 Encroachments 79900 80900 1000 - 2 - 2

51 Encroachments 80900 81900 1000 1 3 1 3

52 Encroachments 81900 82900 1000 - 6 - 6

53 Encroachments 82900 83900 1000 3 3 3 3

54 Encroachments 83900 84900 1000 2 2 2 2

55 Encroachments 84900 85900 1000 6 6 6 6

56 Encroachments 85900 86900 1000 - 5 - 5

57 Encroachments 86900 87900 1000 3 8 3 8

58 Encroachments 87900 88900 1000 4 5 4 5

59 Encroachments 88900 89900 1000 - 6 - 6

60 Encroachments 89900 90900 1000 2 3 2 3

61 Encroachments 90900 91900 1000 3 1 3 1

62 Encroachments 91900 92900 1000 12 11 12 11

63 Encroachments 92900 93900 1000 4 - 4 -

64 Encroachments 93000 94000 1000 3 7 3 7

65 Encroachments 93900 94900 1000 1 1

66 Encroachments 94000 95000 1000 3 7 3 7

67 Encroachments 95000 96000 1000 7 16 7 16

68 Encroachments 96000 97000 1000 1 17 1 17

69 Encroachments 97000 98000 1000 20 20 18 18

70 Encroachments 98000 99000 1000 8 18 8 18

71 Encroachments 99000 100000 1000 4 12 4 12

72 Encroachments 100000 101000 1000 10 10 10 10

73 Encroachments 101000 102000 1000 16 24 16 24

74 Encroachments 102000 103000 1000 5 23 5 23

75 Encroachments 103000 104000 1000 7 21 7 21

76 Encroachments 104000 105000 1000 8 7 8 7

77 Encroachments 105000 106000 1000 18 15 9

78 Encroachments 106000 107000 1000 12 12

Page 191 of 246

LHS RHS LHS RHS


No

OBSRTUCTIONS LIST




Nos of Obstruction

Removed

Nos of Obstruction

TotalFrom To Length

79 Encroachments 107000 108000 1000 1 9

80 Encroachments 108000 109000 1000 10 3 10 3

81 Encroachments 109000 110000 1000 3 5 3 5

82 Encroachments 110000 111000 1000 16 17 16 17

83 Encroachments 111000 112000 1000 13 11 13 11

84 Encroachments 112000 113000 1000 2 4 2 4

85 Encroachments 113000 114000 1000 8 12 8 12

86 Encroachments 114000 115000 1000 12 7 12 7

87 Encroachments 115000 116000 1000 9 12 6

88 Encroachments 116000 117000 1000 4 13 2

89 Encroachments 117000 118000 1000 6 12 6

90 Encroachments 118000 119000 1000 7 10 3 2

91 Encroachments 119000 120000 1000 6 14 2 4

92 Encroachments 120000 121000 1000 8 8

93 Encroachments 121000 122000 1000 19 16

94 Encroachments 122000 123000 1000 17 18

95 Encroachments 123000 123454 454 10 13

Total 625 890 477 676

Page 192 of 246

LHS RHS LHS RHS


No

OBSRTUCTIONS LIST




Nos of Obstruction

Removed

Nos of Obstruction

TotalFrom To Length

1 Trees 0 1000 1000 7 3 7 3

2 Trees 1000 2000 1000 4 2 4 2

3 Trees 2000 3000 1000 24 29 24 29

4 Trees 3000 4000 1000 14 10 14 10

5 Trees 4000 5000 1000 53 28 53 28

6 Trees 5000 6000 1000 61 86 61 86

7 Trees 6000 7000 1000 65 20 65 20

8 Trees 7000 8000 1000 57 18 57 18

9 Trees 8000 9000 1000 52 88 52 88

10 Trees 9000 10000 1000 83 85 83 85

11 Trees 10000 11000 1000 93 119 93 119

12 Trees 11000 12000 1000 119 76 119 76

13 Trees 12000 13000 1000 97 81 97 81

14 Trees 13000 14000 1000 165 128 165 128

15 Trees 14000 15000 1000 128 106 128 106

16 Trees 15000 16000 1000 170 209 170 209

17 Trees 16000 17000 1000 199 225 199 225

18 Trees 17000 18000 1000 125 199 125 199

19 Trees 18000 19000 1000 255 298 255 298

20 Trees 19000 20000 1000 45 65 45 65

21 Trees 20000 20900 900 209 137 209 137

22 Trees 40900 41000 100 4 6 4 6

23 Trees 41000 42000 1000 46 55 46 55

24 Trees 42000 43000 1000 76 83 76 83

25 Trees 43000 44000 1000 50 15 50 15 Vanthli Realignment

26 Trees 44000 45000 1000 125 21 125 21

27 Trees 45000 46000 1000 65 85 65 85

28 Trees 46000 47000 1000 138 173 138 173

29 Trees 47000 48000 1000 - 34 - 34

30 Trees 48000 49000 1000 45 40 45 40

31 Trees 49000 50000 1000 150 141 150 141

32 Trees 50000 51000 1000 286 218 286 218

33 Trees 51000 52000 1000 106 99 106 99

34 Trees 52000 53000 1000 50 127 50 127

35 Trees 53000 54000 1000 93 124 93 124

36 Trees 54000 55000 1000 110 98 110 98

37 Trees 55000 56000 1000 35 41 35 41

38 Trees 56000 57000 1000 124 70 124 70

Page 193 of 246

LHS RHS LHS RHS


No

OBSRTUCTIONS LIST




Nos of Obstruction

Removed

Nos of Obstruction

TotalFrom To Length

39 Trees 57000 58000 1000 32 118 32 118

40 Trees 58000 59000 1000 26 43 26 43

41 Trees 59000 60000 1000 16 13 16 13

42 Trees 60000 61000 1000 76 147 76 147

43 Trees 61000 62000 1000 99 126 99 126

44 Trees 62000 63000 1000 59 52 59 52

45 Trees 63000 63900 900 97 111 97 111

46 Trees 75900 76900 1000 47 61 47 61

47 Trees 76900 77900 1000 65 82 65 82

48 Trees 77900 78900 1000 46 67 46 67

49 Trees 78900 79900 1000 78 56 78 56

50 Trees 79900 80900 1000 51 73 51 73

51 Trees 80900 81900 1000 74 173 74 173

52 Trees 81900 82900 1000 133 151 133 151

53 Trees 82900 83900 1000 42 38 42 38

54 Trees 83900 84900 1000 8 34 8 34

55 Trees 84900 85900 1000 61 114 61 114

56 Trees 85900 86900 1000 13 96 13 96

57 Trees 86900 87900 1000 10 37 10 37

58 Trees 87900 88900 1000 54 40 54 40

59 Trees 88900 89900 1000 80 16 80 16

60 Trees 89900 90900 1000 116 84 116 84

61 Trees 90900 91900 1000 111 59 111 59

62 Trees 91900 92900 1000 67 72 67 72

63 Trees 92900 93900 1000 86 10 86 10

64 Trees 93000 94000 1000 15 25 15 25

65 Trees 93900 94900 1000 58 9 58 9

66 Trees 94000 95000 1000 18 20 18 20

67 Trees 95000 96000 1000 3 5 3 5

68 Trees 96000 97000 1000 - 10 - 10

69 Trees 97000 98000 1000 24 42 24 42

70 Trees 98000 99000 1000 29 40 29 40

71 Trees 99000 100000 1000 45 41 45 41

72 Trees 100000 101000 1000 116 148 116 148

73 Trees 101000 102000 1000 60 18 60 18

74 Trees 102000 103000 1000 50 69 50 69

75 Trees 103000 104000 1000 93 69 93 69

76 Trees 104000 105000 1000 92 100 92 100

77 Trees 105000 106000 1000 34 83 34 83

Page 194 of 246

LHS RHS LHS RHS


No

OBSRTUCTIONS LIST




Nos of Obstruction

Removed

Nos of Obstruction

TotalFrom To Length

78 Trees 106000 107000 1000 29 155 29 155

79 Trees 107000 108000 1000 36 180 36 180

80 Trees 108000 109000 1000 35 119 35 119

81 Trees 109000 110000 1000 50 32 50 32

82 Trees 110000 111000 1000 106 72 106 72

83 Trees 111000 112000 1000 19 197 19 197

84 Trees 112000 113000 1000 69 81 69 81

85 Trees 113000 114000 1000 32 57 32 57

86 Trees 114000 115000 1000 390 529 390 529

87 Trees 115000 116000 1000 335 294 335 294

88 Trees 116000 117000 1000 272 214 272 214

89 Trees 117000 118000 1000 53 134 53 134

90 Trees 118000 119000 1000 46 91 46 91

91 Trees 119000 120000 1000 3 9 3 9

92 Trees 120000 121000 1000 9 32 9 32

93 Trees 121000 122000 1000 15 2 15 2

94 Trees 122000 123000 1000 67 31 67 31

95 Trees 123000 123454 454 46 9 46 9

Total 7,324 8,232 7,324 8,232

Page 195 of 246


F. DETAILS OF HINDRANCES

AFFECEING THE WORK


Page 196 of 246


Details of hindrances / obstacles affecting four laning - Status as on 30 June 2014Details of hindrances / obstacles affecting four laning - Status as on 30 June 2014Details of hindrances / obstacles affecting four laning - Status as on 30 June 2014Details of hindrances / obstacles affecting four laning - Status as on 30 June 2014 Annexure-10FAnnexure-10FAnnexure-10FAnnexure-10F

FromFromFromFrom ToToToToLength in Length in Length in Length in

MtrsMtrsMtrsMtrsLHSLHSLHSLHS RHSRHSRHSRHS

BOTH BOTH BOTH BOTH

SIDESIDESIDESIDE

46200 46550 350 350 350.0Existing Major Bridge (Ozat river) @ 46+375 proposed for

re-construction (CoS)- In principle approval pending

Gap in 4 lane traffic and structure work along with

approaches of Highway on LHS Side

48450 48520 70 70 70.0 Service Road end & tapering portion at Kanza village Service road, tapering portion to MCW & lined drain

50900 51500 600 600 1,200.0 100m RoW land for Toll Plaza (1)Toll Plaza DLC, PQC, Admin Buildings, Toll Booth, all

Toll Plaza allied works, Bus Shelter after Toll Plaza

56700 57100 400 400 400.0 CoS - Re-construction of MJB @ 56+769 delayed approvalsMajor Bridge construction, Highway works & protection

works

63600 75000 11400 11,400 22,800.060m RoW not available (work carried out in available RoW

of 30 m @ Keshod Bypass with restricted EMB slope)

Service Road works (2.60 Km), Shoulder slopes, unlined

drain, Lined drain at Service Road, Major and Minor

Junction, Bus shelter, Embankment protection, Turfing

91300 91500 200 200 Underground electric line crossing issues at Service Road

Tapering portion (Somnath side)Service Road construction at MCW merging point

96700 96800 100 100 100.0 Land issues at Service Road Tapering portion Service Road construction at MCW merging point

110980 111110 130 130 Payment for property is pending (Universal Construction

Office)All highway works.

111840 111920 80 80 160.0 Matter for acquisition of land is in High Court (PIL 13477)All Highway works and also the connectivity in the

Veraval realignment (1.1 Km length).

108680 109280 600 600 1,200.0 100m RoW land for Toll Plaza (2)Toll Plaza DLC, PQC, Admin Buildings, Toll Booth, all

Toll Plaza allied works, Bus Shelter after Toll Plaza

26.326.326.326.3

13.113.113.113.1

Affected WorksAffected WorksAffected WorksAffected Works

Cumulative Two-lane length affected Cumulative Two-lane length affected Cumulative Two-lane length affected Cumulative Two-lane length affected

(in 2L-Kms):(in 2L-Kms):(in 2L-Kms):(in 2L-Kms):

Cumulative Four-lane length affected Cumulative Four-lane length affected Cumulative Four-lane length affected Cumulative Four-lane length affected

(in 4L-Kms):(in 4L-Kms):(in 4L-Kms):(in 4L-Kms):

ChainageChainageChainageChainage Hindrances inHindrances inHindrances inHindrances in

2 Lane Affected 2 Lane Affected 2 Lane Affected 2 Lane Affected

length in Mtrslength in Mtrslength in Mtrslength in MtrsDetail of HindrancesDetail of HindrancesDetail of HindrancesDetail of Hindrances

Page 197 of 246

Documents

ANNEXURE-4 SURVEY STATUS - nhai.org.innhai.org.in/spw/ConcessionaireDetails/MPR June-14 part-5..pdf · ANNEXURE-4 SURVEY STATUS. 4 Laning of Jetpur ... Hydra Crane : 5. 0: 0. 4: 29