urs scott wilson india pvt. ltd & rodic …nhai.org.in/spw/iereport/mpr march 2014.pdf · 38...

INDEPENDENT ENGINEER SERVICES FOR SIX LANING OF DELHI – AGRA SECTION OF NH-2 FROM KM 20.500 TO KM 200 (LENGTH 179.5 KM) IN THE STATES OF HARYANA AND UTTAR PRADESH ON DBFOT BASIS UNDER NHDP PHASE-V.

MONTHLY PROGRESS REPORT.- MARCH- 2014 [1]

URS SCOTT WILSON INDIA PVT. LTD

& RODIC CONSULTANTS (JV)

T A B L E O F C O N T E N T S

Sr. No Description Page No

1 Chapter -1 4-11 2 1.1 Executive Summary 5 3 1.2 Golden Quadrilateral Map &Location Map 6-7 4 1.3 Consultant Scope of work 8-11 5 Chapter -2 Project Description 12-26 6 2.0 Project 13 7 2.1 The Project Details 13 8 2.2 Project Scope 13 9 2.3 Project’s Technical Details 13

10 2.4 Details of Typical Cross Section 13 11 2.5 Details of Service Road 14 12 2.6 Rehabilitation/Repair/Widening of Existing Major Bridges 14

13 2.7 List of Intersections 14 14 2.8 List of Structures 15 15 2.9 List of Bus Shelters & Bus Bays 15 16 2.10 Rest Area 15 17 2.11 Toll Plaza 15 18 2.12 Locations of Rigid Pavement 16 19 2.13 Proposed Service Road Km wise 17 20 2.14 Major Structures Locations 18-19 21 2.15 Change of Scope 20 22 2.16 Project Mile Stones 20-21 23 2.17.1 X-section Type-1 22 24 2.17.2 X-Section Type-2 23 25 2.17.3 X-Section Type-3 24 26 2.17.4 X-Section Type-4 25 27 2.17.5 X-Section Type-5 26 28 Chapter -3 Organization 27-28 29 3.1 Authority 28 30 3.2 Independent Engineer 28

31 3.3 Concessionaire 28

32 3.4 EPC Agencies 28

33 3.5 Executive Agency 28

34 3.6 PMC 28

35 Chapter -4 Designs 29-34

36 Drawings Register (Highway & Structure) 30-33

37 Design/Drawings Submission Schedule 34






38 Chapter -5 Details of Contractor Set Up of Site Offices, Mobilization, Laboratory Set Up etc are as per following:-

35-40

39 5.1 Mobilization 36 40 5.2 Scope of Work 36 41 5.3 Man Power 36 42 5.3.1 Concessionaire 36-37 43 5.3.2 EPC Contractor 38 44 5.3.3 Sub-Contractor (M/s L&T Ltd.) 38 45 5.4 Machinery 39 46 5.5 Camp Establishment 40 47 Chapter -6 Consultant Details 41-43 48 6.1 Financial& Insurance 42 49 6.2 Establishment of Contact Details 42 50 6.3 Consultancy Payment Status 42 51 6.4 Consultant Organization Chart 43 52 Chapter -7 Concessionaire Scope of Work 44-47 53 7.1.1 Construction of Six Laning 45 54 7.1.2 Scope of work O&M and (Route Patrol &CRO No)

45-47 55 Chapter -8 Physical and Financial Progress 48-61 56 8.1 Haryana Section 49-52 57 8.2 UP Section 52(9 Pages)

558 8.3 Pre-Construction Activities 53 59 8.3.(i) Tree Cutting HR, 8.3.(ii) Tree Cutting UP 54-55 (17 Pages) 60 8.4 Central Casting Yard 56 61 8.5 Operation & Maintenance Work 56-57 62 8.6 Safety Issues 57 63 8.7 Toll Plaza 57 64 8.8 Independent Engineer Inspections 57 65 8.9 Independent Engineer Final Observations 58-59

66 8.10 Maintenance of Project Highway 59

67 8.11 Applicability of schedule-‘K’ 59-60

68 8.12 Independent Engineer views based on various provisions & spirit of Concession Agreement

60-61 69 Chapter -9 Issues Pending Resolutions with Authority 62-72 70 9.1 Land Acquisition 63

71 9.2 Utility Shifting 63-65 72 9.3 Approval GAD of ROB, 9.4 Forest Clearance 66 73 9.5 Taj Trapezoidal Zone (TTZ) Clerance 66 74 9.6 NOC for SoorSarovar Bird Sanctuary 67 75 9.7 ASI Approval of Elevated Structure in Sikandra, Religious

Strucures

67-72 76 Chapter -10 Accident Data 73-77






77 Chapter -11 Progress Photographs 78-82

78 Chapter -12 Monthly Fee Statement 83-86

79 Chapter -13 Traffic Details 87-90

80 Chapter -14 Weather Report 91-93

81 Chapter -15 Visit of Dignitaries 94-95

82 Chapter -16 Incident Management 96-97(28 Pages)

83 Chapter -17 Minutes of Meeting & Inspection Note 98 (20 Pages)

84 Chapter -18 Road Safety 99-104

85 Chapter -19 Logistic Plan 105-106

86 Chapter – 20 Laboratory Equipment Borrow Area Details & Quality Control Report

107-113 (13 Pages)

87 Chapter – 21 Change of Scope 114-116

88 Chapter – 22 Non Compliance/Conformance Report (NCR) 117-118

89 Chapter – 23 Grievances & VIP Reference 119-122

90 Chapter – 24 Pending Issues 123-124


MONTHLY PROGRESS REPORT.- MARCH- 2014 4



CHAPTER-1 EXECUTIVE SUMMARY





1.1Executive Summary

The Ministry of Road, Transport and Highway (MoRT&H), Government of India had entrusted

National Highways Authority of India with the task of implementing of Golden Quadrilateral

project. The National Highway Authority of India is engaged in the development of highways

and as part of this endeavor, the authority has decided to undertake development of six laning

of Delhi-Agra section of NH-2 from km. 20.500 to km. 200.00 through private participation on

built operate and transfer basis.

Delhi-Agra section of National Highway no. 2 is a part of Golden Quadrilateral connecting

cities of Delhi and Kolkata. This portion of NH-2 also provides connectivity to East-West

corridor and North-South corridor of NHDP. This stretch from Delhi to Agra of NH-2 comes

under NHDP Phase- V.

The authority has awarded this project to M/s Reliance Infrastructure Limited on DBFOT

basis. M/s Reliance Infrastructure Limited has since promoted and incorporated the

concessionaire as a limited liability company under the company’s Act 1956 and has

requested the authority to accept the Concessionaire (M/s. DA Toll Road Pvt. Ltd.) as the

entity which shall under take & perform the obligations and exercise the right of the selected

bidder.

The Concessionaire has appointed M/s. Reliance Utility Engineers Pvt. Ltd. as EPC Contractor

The Concessionaire has divided the work of entire project in 2 packages (Haryana Package &

UP Package) and appointed EPC Contractor M/s Reliance Utility Engineers PvtLTd, who in

turn has appointed M/s. L&T Limited as Sub-Contractor and L& T has further engaged M/s

Feedback ventures Pvt Ltd & SAI Consulting Pvt Ltd as their design consultant for UP and Haryana

respectively

This monthly progress report covers project highlights, progress of work and includes the

“Independent Engineers monthly inspection report” on the highway project as per clause 13.2

of Concession Agreement on the works executed in the month of MARCH- 2014

Description of the Project Road

The project road starts from Km 20+500 of NH-2 and ends at Km 200+000 of NH-2, thus

making a total length of 179.5 km. The project road lies in State of Haryana and Uttar Pradesh,

starts from Badarpur Delhi Border (Km 20.500) and passes through Faridabad industrial area,

Ballabgarh, Palwal, Hodal, Kosi, Mathura and ends at Agra (Km.200.00). The project road lies

between latitudes of 28o28’18” and 27o12’22.7” north and longitudes of 77o18’20.65’’ and

78o01’53” east.





1.2 GoldenQuadrilateralMap





1.2.1 Location Map

INDEX MAP

START OF

PROJECT

ROAD

END OF

PROJECT

ROAD

EXHIBIT NO. 2.A

UTTAR PRADESH





1.3 CONSULTANT’S SCOPE OF WORK

1.3.1 Drawings, Documents and Safety Report received by the Independent Engineer for its review and

commenting upon during the Construction Period.

1.3.2 The Independent Engineer shall review the monthly progress report furnished by the

Concessionaire and send its comments thereon to the Authority and the Concessionaire within 7

(seven) days of receipt of such report.

1.3.3 The Independent Engineer shall inspect the Construction Works and the Project Highway once

every month, preferably after receipt of the monthly progress report from the Concessionaire, but

before the 20th (twentieth) day of each month in any case, and make out a report of such

inspection (the “Inspection Report”) setting forth and overview of the status, progress, quality

and safety of construction, including the work methodology adopted, the materials used and their

sources, and conformity of Construction Works with the Scope of the Project and the

Specifications and Standards. In a separate section of the Inspection Report, the Independent

Engineer shall describe in reasonable detail the lapses, defects or deficiencies observed by it in

the construction of ProjectHighways .The Inspection Report shall also contain a review of the

maintenance of the existing lanes in conformity with the provisions of the Agreement. The

Independent Engineer shall send a copy of its Inspection Report to the Authority and the

Concessionaire within 7 (seven) days of the inspection.

1.3.4 The Independent Engineer may inspect the Project Highway more than once in a month if any

lapses, defects or deficiencies require such inspections.

1.3.5 For determining that the Construction Works conform to Specifications and Standards, the

Independent Engineer shall require the Concessionaire to carry out, or cause to be carried out,

tests on a sample basis, to be specified by the Independent Engineer in accordance with Good

Industry Practice for quality assurance. For purposes of this Paragraph, the tests specified in the

IRC Special Publication-11 (Handbook of Quality Control for Construction of Roads and

Runways) and the Specifications for Road and Bridge Works issued by MoRT&H (the “Quality

Control Manuals”) or any modification/substitution thereof shall be deemed to be tests

conforming to Good Industry Practice for quality assurance. The Independent Engineer shall

issue necessary directions to the Concessionaire for ensuring that the tests are conducted in a fair

and efficient manner, and shall monitor and review the results thereof.

1.3.6 The sample size of the tests, to be specified by the Independent Engineer under Paragraph 1.3.5,

shall comprise 10% (ten per cent) of the quantity or number of tests prescribed for each category

or type of tests in the Quality Control Manuals; provided that the Independent Engineer may, for





reasons to be recorded in writing, increase the aforesaid sample size by up to 10% (ten percent)

for certain categories or types of tests.

1.3.7 The timing of tests referred to in Paragraph 1.3.5, and the criteria for acceptance/ rejection of

their results shall be determined by the Independent Engineer in accordance with the Quality

Control Manuals. The tests shall be undertaken on a random sample basis and shall be in addition

to, and independent of, the tests that may be carried out by the Concessionaire for its own quality

assurance in accordance with Good Industry Practice.

1.3.8 In the event that the Concessionaire carries out any remedial works for removal or rectification of

any defects or deficiencies, the Independent Engineer shall require the Concessionaire to carry

out, or cause to be carried out, tests to determine that such remedial works have brought the

Construction Works into conformity with the Specifications and Standards, and the provisions of

this Paragraph 1.3.5 shall apply to such.

1.3.9 In the event that the Concessionaire fails to achieve any of the Project Milestones, the

Independent Engineer shall undertake a review of the progress of construction and identify

potential delays, if any. If the Independent Engineer shall determine that completion of the

Project Highway is not feasible within the time specified in the Agreement, it shall require the

Concessionaire to indicate within 15 (fifteen) days the steps proposed to be taken to expedite

progress, and the period within which the Project Completion Date shall be achieved. Upon

receipt of a report from the Concessionaire, the Independent Engineer shall review the same and

send its comments to the Authority and the Concessionaire forthwith.

1.3.10 If at any time during the Construction Period, the Independent Engineer determines that the

Concessionaire has not made adequate arrangements for the safety of workers and Users in the

zone of construction or that any work is being carried out in a manner that threatens the safety of

the workers and the Users, it shall make a recommendation to the Authority forthwith,

identifying the whole or part of the Construction Works that should be suspended for ensuring

safety in respect thereof.

1.3.11 In the event that the Concessionaire carries out any remedial measures to secure the safety of

suspended works and Users, it may, by notice in writing, require the Independent Engineer to

inspect such works, and within 3 (three) days of receiving such notice, the Independent Engineer

shall inspect the suspended works and make a report to the Authority forthwith, recommending

whether or not such suspension may be revoked by the Authority.

1.3.12 If suspension of Construction Works is for reasons not attributable to the Concessionaire, the

Independent Engineer shall determine the extension of dates set forth in the Project Completion





Schedule, to which the Concessionaire is reasonably entitled, and shall notify the Authority and

the Concessionaire of the same.

1.3.13 The Independent Engineer shall carry out, or cause to be carried out, all the Tests specified in

Schedule-I and issue a Completion Certificate or Provisional Certificate, as the case may be. For

carrying out its functions under this Paragraph 1.3.13 and all matters incidental thereto, the

Independent Engineer shall act under and in accordance with the provisions of Article 14 and

Schedule-I.

1.3.14 Upon reference from the Authority, the Independent Engineer shall make a fair and reasonable

assessment of the costs of providing information, works and services as set forth in Article 16

and certify the reasonableness of such costs for payment by the Authority to the Concessionaire.

1.3.15 The Independent Engineer shall aid and advise the Concessionaire in preparing the Maintenance

Manual.

Briefly the scopes of the independent engineer as per activity schedule are as below

Activities Schedule: Appendix B7

Development Period:

Review of

(i) Geo-technical Investigation, Materials from borrows areas and quarry sites.

(ii) Hydrological Investigation

(iii) Project Report with respect to traffic, toll management and traffic management.

(iv) Topographical survey

(v) Design and working drawings / modified drawings.

(vi) Construction methodology and time schedule

(vii) Implementation schedule of Engineering, Design, procurement and construction.

(viii) Quality Assurance and quality control provisions.

(ix) Planning and Design of way side amenities, toll plaza & toll collection system.

(x) Review the Monthly Status Report

(xi) Inspection of project Highway

(xii) Undertake traffic sampling through Automatic Traffic Count cum Classifier.

(xiii) Assistance in dispute resolution.





Construction Stage

(i) Review of drawings/documents/safety report during construction period.

(ii) Review of Monthly Progress Report of Concessionaire

(iii) Inspection of new works.

(iv) Inspection of maintenance of existing lanes.

(v) Conduct of Independent tests.

(vi) Inspection of remedial works.

(vii) Progress of Concessionaire and completion schedule.

(viii) Safety arrangement for workers.

(ix) Inspection of suspended works, if any.

(x) Issue of completion or provisional certificate.

(xi) Assistance to concessionaire in preparing the maintenance manual.

(xii) Assistance in dispute resolution.

(xiii) Performance of other duties and functions specified in the agreement.

Operating Period: - (After Construction)

(i) Review of drawings/documents/safety report during the operation period.

(ii) Review the annual maintenance programme.

(iii) Review the monthly status Report.

(iv) Inspection of project Highway.

(v) Undertake traffic sampling through Automatic Traffic Count cum Classifier

(vi) Assistance in dispute resolution.

Reporting:

(i) Monthly Progress Report (Design & Construction)

(ii) Quarterly Inspection Report.

(iii) Various other reports as provided in the Concession Agreement.





CHAPTER-2 PROJECT DESCRIPTION





2.0 Project

The Six laning of Delhi-Agra section of National Highway no. 2 in the state of Haryana and

Uttar Pradesh from km. 20.500 to km. 200.000 (length 179.500 km) to be executed as BOT

(Toll) on DBFOT pattern under NHDP phase-V.

2.1 The Project Details 2.2.1 Length of Road : 179.50 km

2.2.2 Concessionaire : M/s DA Toll Road Pvt. Ltd.

2.2.3 Independent Engineer : URS Scott Wilson India Pvt. Ltd JV

withRodic Consultant.

2.2.4 Date of Signing of Agreement : 16.07.2010

2.2.5 Appointed Date : 16.10.2012

2.2.6 Schedule Six laning Date : 15.04.2015

2.2.7 Concession Period : 26Yearsincluding

construction period

2.2.8 Completion Period : 912 days from 16.10.2012

2.2.9 Project Estimate/Tender Cost : 1928.22Crores (Less Equity Support)

2.2.10 Project Grant : 180 Crores

2.2.11 Performance Security : 107.89 Crores, Valid up to 16.10.2013.

2.2.12 Performance Security Extended : 6Month from 15.04.2015 to 14.10.2015

2.2 Project Scope Six laning of Delhi –Agra section of NH-2 from km. 20.500 to km. 200.00 (179.500 km) in

the state of Haryana & Uttar Pradesh to be executed as BOT (Toll) on Design, Build, Operate

and Transfer (DBFOT) pattern under NHDP phase-V.

2.3 Project Technical Details (As per Schedule B of the Concession Agreement)

2.4 Details of Typical Cross Section (TCS):- Crosssection giving in the CA is tentative and the

concessionaire is to develop the same in accordance to manual of specification and

standards for six lanning which is part of CA

The Cross section of the road shall be developed in accordance with manual

indicated in the schedule-D (Appendix-B-I).





2.5 Details of Service Road:- Total Length of Service Road on both side Carriageway = 204.16 KM

Carriageway width of Service road is 7.0 Mtr Total Length = 164.95 KM

Service Road 7.00 Mtr Left Side Length = 83.84 KM

Service Road 7.00 Mtr Right Side Length = 81.11 KM

Carriageway width of Service road is 5.50 Mtr Total Length = 39.210 KM

Service Road 5.50 Mtr Left Side Length = 18.76 KM

Service Road 5.50 Mtr Right Side Length = 20.45 KM

2.6 Rehabilitation/ Repair/widening of existing Major Bridge = 1 No

(Km 91+900, No widening Proposed)

2.7. List of Intersections

S. No. Particulars Number

1 Major Junctions 30

2 Minor Junctions 242

Total 272





2.8 List of Structures

Sl. No Particulars Unit Number as per CA

1. Proposed Grade Separated Intersections (Flyover)

Nos. 16

2 Two Lane (Over Pass) Nos. 2

3 4 Lane Viaduct at Sikandra fort area (1440 Mtr Length)

Nos. 1

4 Vehicular Under Pass Nos. 14

5 Cattle/Pedestrian Underpasses (6 Lane Structure Vertical Clearance 2.5 m, Single Cell Box 4 Mtr wide)

Nos. 10

6 Rehabilitation/Repair/widening of existing Minor Bridge

Nos. 14

7 Minor Bridge (New on Service Road) Nos. 8

9 Pipe Culverts Nos. 29

10 Slab/ Box Culvert Nos. 174

11 ROB, All the existing ROBs and RUBs are retained with widening to 6 lane.

Nos. 8

2.9 List of Bus Shelters & Bus Bays

2.10 Rest Area

Rest Areas shall be provided at each Toll Plaza.

2.11 Toll Plaza

S.No. Existing at Km S.No Proposed at Km

1 74+00 1 46+000

2 164+000 2 94+000

3 164+000

S. No. Particulars Number

1 Number of Bus Shelters & Bus bays in the Project 23





2.12 Locations of Rigid Pavement

Sl. No. Start End Side Length

1 42+100 47+850 LEFT 5+750

2 49+325 56+640 LEFT 7+315

3 61+250 67+975 LEFT 6+725

4 69+180 74+530 LEFT 5+350

5 75+680 82+500 LEFT 6+820

6 82+500 83+300 RIGHT 0+800

7 85+200 91+450 RIGHT 6+250

8 91+450 94+000 LEFT 2+550

9 93+300 94+000 RIGHT 0+700

10 115+000 118+800 RIGHT 3+800

11 119+200 122+000 LEFT 2+800

12 132+600 134+100 RIGHT 1+500

13 134+700 137+150 LEFT 2+450

14 137+300 138+400 RIGHT 1+100

Total Length of Rigid pavement = 53.910 KM

Left Side Rigid Pavement Length = 39.76 KM

Right Side Rigid Pavement Length = 14.15 KM





2.13 Proposed Service Roads

Details of Service Road

S.No. Chainage

Length (m) Carriage Way Width

Side From (Km) To (Km) Left Right

1 20.500 36.200 31.400 7 7 Both Side

2 36.200 36.700 0.500 7 Left Side

3 37.200 42.600 10.800 7 7 Both Side

4 42.600 43.900 2.600 5.5 7 Both Side

5 43.900 45.600 3.400 7 7 Both Side

6 46.400 63.300 33.800 7 7 Both Side

7 63.300 63.600 0.300 7 Left Side

8 64.600 65.900 2.600 7 7 Both Side

9 71.800 73.300 3.000 7 7 Both Side

10 76.400 77.900 3.000 7 7 Both Side

11 82.600 84.150 3.100 7 7 Both Side

12 88.000 90.800 5.600 7 7 Both Side

13 100.600 103.160 5.120 7 7 Both Side

14 103.400 106.000 5.200 7 7 Both Side

15 109.000 113.400 8.800 7 7 Both Side

16 113.400 113.900 0.500 7 Right Side

17 118.300 119.400 2.200 7 7 Both Side

18 122.400 123.000 1.200 7 7 Both Side

19 125.200 126.500 2.600 7 7 Both Side

20 126.500 126.800 0.300 7 Right Side

21 133.700 134.800 2.200 7 7 Both Side

22 137.160 137.500 0.340 7 Left Side

23 138.500 139.900 2.800 7 5.5 Both Side

24 139.900 140.300 0.400 7 Left Side

25 141.200 146.900 11.400 7 7 Both Side

26 147.500 148.000 1.000 7 7 Both Side

27 148.200 148.300 0.200 7 7 Both Side

28 148.300 148.800 1.000 5.5 5.5 Both Side

29 148.800 154.500 11.400 7 7 Both Side

30 157.000 160.800 7.600 7 7 Both Side

31 160.800 161.100 0.300 7 Left Side

32 166.800 168.200 2.800 5.5 5.5 Both Side

33 175.100 176.300 2.400 7 7 Both Side

34 181.500 190.700 18.400 5.5 5.5 Both Side

35 192.050 198.410 12.720 5.5 5.5 Both Side

36 198.410 200.000 3.180 7 5.5 Both Side

Total Length in Km. 204.160





2.14. Major Structures Locations

S.No. Type of Structure Location Chainage

1 Flyover NHPC Chowk 21+750

2 Minor Bridge Near NHPC 21+860

3 Flyover BadhkalChowk 25+650

4 Minor Bridge Near Swastik Steel Industry 26+065

5 Flyover Old Faridabad Chowk 26+950

6 Flyover AjrondaChowk 29+500

7 Flyover Bata Chowk 31+100

8 Minor Bridge Gurgaon Canal 34+530

9 Flyover BallabhgarhChowk 35+050

10 ROB Ballabhgarh 36+800

11 VUP Sector 59 Ph-2 38+200

12 Over Pass Baghaula (Tarapur Junction) 48+200

13 Minor Bridge Bagola 54+100

14 VUP Alapur-Firozepur Intersection 54+435

15 Flyover Amarpur – Palwal Intersection 58+070

16 Flyover SohnaChowk 60+165

17 PUP Tikribrahaman 63+170

18 VUP Atohan 65+200

19 VUP Dighot-Aurangabad 72+500

20 VUP Hatla 77+300

21 VUP Banchari 83+270

22 Minor Bridge Widening Banchari 84+365

23 PUP School Area, Hodal 87+875

24 Flyover HodalChowk 88+825

25 PUP Haryana Roadways Bus Stand,

Hodal 90+625

26 Minor Bridge , Widening Nandghawan 92+960

27 Flyover Kosi City 101+300

28 ROB Kosi 103+250

29 Minor Bridge Agra Canal Bridge 104+085

30 Minor Bridge Sarah Rajwale 104+480

31 PUP School Area, Dautana Village 107+630

32 VUP Chatta-GoverdhanChowk 112+700

33 PUP Nanlagiri 116+500





S.No. Type of Structure Location Chainage

34 VUP NariSamari 118+800

35 PUP Akrror Inter College 122+750

36 Minor Bridge Widening Chaumuhan 124+490

37 VUP Chaumuhan 125+900

38 VUP Chatkara 134+220

39 PUP KD Dental College & Hospital 137+370

40 VUP Mathura 139+335

41 ROB Govindpur 140+810

42 RUB Mathura Bangar 141+390

43 Minor Bridge GaneshraNala 141+600

44 Flyover GoverdhanChowk 142+575

45 ROB Narholi (Mathura) 147+600

46 Over Pass Mathura CanttBharatpur 147+730

47 ROB Birjapur (Mathura) 147+800

48 ROB Birjapur (Mathura) 148+080

49 Flyover GokulChowk 152+000

50 PUP Baad Village 154+500

51 Minor Bridge Widening Baad 154+965

52 ROB Baad 156+350

53 Flyover Mathura Refinery 157+775

54 ROB Fatiha 166+300

55 VUP Farah 167+600

56 PUP Bheem Nagar 170+460

57 Minor Bridge Widening Farah 171+091

58 PUP Churmura-Siyapura Village Area 172+990

59 VUP Raipura 175+730

60 Minor Bridge Widening Near BMOS College 179+110

61 VUP Runaketa Industrial Area 182+240

62 Viaduct – 1.44 Km Sikandara Fort Area 190+660

63 Flyover KandhariChowk 195+680

64 Flyover Sultan GanjPulia 198+415

65 Minor Bridge Sultanganj Ki Pulia 198+552

66 Flyover Water Works Chowk 199+800





2.15 Change of Scope (COS) : Seprate Chapter 21 2.16 Project Mile Stones

2.16.1 Project Mile Stone I – The Concessionaire shall commence the construction of

project highway and spend not less than 10% (Ten Percent) of the total contract

cost. This shall occur on the 255th (Two Hundred Fifty Fifth) day from the

appointed date. (From 16-10.2012 to27.06.2013)

First Mile stone has been lapased on 27.06.2013 and progress achivment

almost NIL. The Project Director NHAI has issused a show cause notice under

clause 12.4.2 of CA vide letter No NHAI/CMU/MTR/6-laning/2013/D-32686

dated 25.06.2013.Subsequently the engineer has recommended to Authrity

vide letter no. dated 15.11.2013 to invoke the prvision in clause 12.4.2 of the

Concession Agreement. No decision has yet been taken by the Authority ion

the recommendation of Independent Engineer, however, the Concessionaire

vide his letter dated 27.11.2013 has submitted an EOT application for

extending Mile Stone-I from 27.06.2013 to 25.06.2014, which is under

consideration.

2.16.2 Project Mile Stone II – The Concessionaire shall commence the construction of the

project highway and should not spend less than 35% (Thirty Five percent) of the

total contract cost. This shall occur on the 510th (Five Hundred and Tenth) day

from the appointed date.(From 16-10.2012 to 09.03.2014)

2.16.3 Project Mile Stone III – This shall occur on the date of falling on the 770th (Seven

Hundred and Seventeenth) day from the appointed date. Prior to the occurrence of

the project mile stone III, the Concessionaire shall have commenced and expended

not less than 70% (Seventy Percent) of the total capital cost set forth in the financial

package.(From 16-10.2012 to 24.11.2014)

2.16.4 Schedule Six Lane Date – This shall occur on the 912th (Nine Hundred and Twelth)

day from the appointed day.





PROJECT MILESTONE DETAILS

DATE MILESTONE

AS Per CA % of Work to be done

Days Required % of Actual

Progress

16-Oct-12 Project Start 0 0 0

27-Jun-13 Milestone 1 10 255 0

9-Mar-14 Milestone 2 35 510 2.4

24-Sep-14 Milestone 3 70 770

15-Apr-15 Project End 100 912

Project Start Milestone 1 Milestone 2 Milestone 3 Project End

16-Oct-12 27-Jun-13 9-Mar-14 24-Sep-14 15-Apr-15

AS Per CA to be done % of Work

0 10 35 70 100

% of Actual Progress

0 0 2.4

0

10

20

30

40

50

60

70

80

90

100

% O

F TA

RG

ET &

AC

HIE

VEM

ENT

Milestone Chart



URS SCOTT WILSON INDIA PVT. LTD&RODIC CONSULTANTS (JV)

2.17.1 Tentative Cross-section-as given in Bid document and subsequently as per addendum -8,the Cross section of the road shallbe

developedin accordance with manual indicated in the schedule-D (Appendix-B-I).

(TYPE-1)




2.17.2 Tentative Cross-section-TYPE-2:-




&RODIC CONSULTANTS (JV)

CHAPTER-3:ORGANISATION





3.0 Organization

3.1 Authority:-

The terms of the Concession Agreement, Authority is the National Highways Authority of India

(NHAI) established under the National Highways Authority Act, 1988. Corridor Management

Unit, Mathura is headed by Project Director.

3.2 Independent Engineer

The Contract was signed on 08th October 2012 between URS Scott Wilson India Pvt. Ltd. –

Rodic Consultants (JV) and the Authority, to provide Independent Engineer (IE) services of the

projects. The IE Staff has mobilized as per requirement. All key staff members have been

mobilized. Part time / Intermittent staff is visiting site as and when required, apart from

reviewing design, drawing and submittals from main / satellite offices. The organization chart is

enclosed.

3.3 Concessionaire

M/s. DA Toll Road Pvt. Ltd., a Special Purpose Vehicle (SPV) provided by Reliance Infrastructure

has been awarded the Design, Construction, Finance, Operation and Maintenance of six laning

of Delhi – Agra Section of NH-2 starting from Km 20+500 to Km 200+000 in the State of

Haryana and Uttar Pradesh to be executed as per BOT (Toll) on DBFOT Pattern under NHDP

Phase-V.

M/s. DA Toll Road Pvt. Ltd. having its main office at Sector-11B, Faridabad” is responsible for

day to day activities conducted by EPC Contractors and also provides information to IE as and

when necessary.

3.5 EPC Agencies –

The Concessionaire has appointed M/s. Reliance Utility Engineers Pvt. Ltd. as EPC Contractor.

3.5 Sub-Contractor–

The EPC Contractor M/s Reliance Utility Engineers Pvt Ltd has divided the work of entire

project in 2 packages (Haryana Package & UP Package) and appointed M/s. L&T Limited as Sub-

Contractor and L& T has further engaged M/s Feedback ventures Pvt Ltd& SAI Consulting Pvt

Ltd as their design consultantfor UP and Haryana respectively.

3.6 PMC –PMC has not been appointed till date; concessionaire is proposing to do PMC at the own

level (ACTION TO BE TAKEN IF PMC NOT APPOINTED)





CHAPTER-4 DESIGN





4.0 Designs:-

Culverts

Sr. No.

Description Nos. Reviewed Under

Review Remarks

1 Total nos. of Culverts as per Concession

Agreement 203

2 Design & Drawings submitted by

Concessionaire 150 130 29

Reviewed with comments

1. Geotechnical Reports for Flyover

Sr. No.

Description Nos. Reviewed

Under Review

Remarks

1 Total nos. of Flyover as per Concession

Agreement 16

2 Geotechnical Reports submitted by



2. Geotechnical Reports for Overpass

Sr. No.


Under Review

Remarks

1 Total nos. of Overpass as per Concession

Agreement 2

2 Geotechnical Reports submitted by



3. Widening of Existing ROBs (Total 8 nos. as per Concession Agreement)

Sr. No.

Description Nos. Reviewed Under Review

Remarks

1

Total nos. of GADs submitted

by concessionaire.

8

8

0

However, during the meeting held on 26.02.2013 in Project Director office, it was unanimously decided

that instead widening, 3 lane ROBs will be constructed on one side for which GAD has

been prepared by the concessionaire and are

under correspondence with the railways





4. Flyover

5. GAD for proposed Flyover

Sr. No.


Under Review

Remarks

1 Total nos. of Flyover as per Concession Agreement

16

2 GAD for Km. 88+825 submitted by Concessionaire

1 1 0 Reviewed with Comments

3 GAD,Dimn. detail of abutment, fixed & free pier (Km 25+600, 31+100, 101+300,

26+950 & 29+500)

5 1 4 Km. 25+650 reviewed

4 GAD, Dimn. detail of abutment & Cap, Pier & Pier Cap fixed , P1 & free P2 (88+825)

1 0 1

6. Geotechnical Report for Proposed VUPs

Sr. No.


Under Review

Remarks

1 Total nos. of VUPs as per Concession Agreement

14

2 Geotechnical report submitted by Concessionaire


7. Geotechnical Report for Proposed PUPs

Sr. No.


Under Review

Remarks

1 Total nos. of PUPs as per Concession Agreement

10

2 Geotechnical report submitted by Concessionaire


Sr. No.


Under Review

Remarks

1 Typical Design of Test Pile for Flyover (1m Dia& 30m Depth )

1 1 0 Reviewedwith Comments

2 Typical GAD for proposed Flyover 1 1 0 Reviewed with Comments

3 Typical Detail of Test Pile 1 1 0 Reviewed with Comments

4 Typical Design of Flyover 1 0 1





8.GAD & Reinforcement Details for PUPs

Sr. No.


Under Review

Remarks

1 Total nos. of PUPs as per Concession Agreement

10

2

GAD submitted by Concessionaire(Km 107+630, 87+875,90+625,122+750 &116+500)

6 5 1 Reviewed with CommentsDesigns for 1 PUP’s not submitted

3 Design & Drawing (154+500) 1 1 0 Broadly reviewed and found to be generally in order except some comments

9. Design & Drawings Details for VUPs

Sr. No.


Under Review

Remarks

1 Total nos. of VUPs as per Concession Agreement

14

2 Design & Drawing submitted by Concessionaire (Km. 83+270)

10 6 2 2 nos. sent with comments

10. Hydrology & Design basis Report for Minor/Major Bridges

Sr. No.

Description Nos. Reviewed Under Review

Remarks

1 Total nos. of Report as per Concession Agreement

15

2 Reports submitted by Concessionaire 7 7 0 Reviewed with comments

11. GAD Minor Bridges

Sr. No.


Under Review

Remarks

1 Total nos. of Bridges as per Concession Agreement

14

2 GAD submitted by Concessionaire 7 5 2 Reviewed with comments





12. Details of Good for Construction Drawings

Sr. No.

Description Total Nos as Per CA

Nos. Submitted

Issued

Under Review

Remarks

1. Proposed Grade Separated Intersections (Flyover)

16 1 1 0 Km 88+825

2 Two Lane (Over Pass) 2

3 4 Lane Viaduct at Sikandra fort area (1440 Mtr Length)

1

4 Vehicular Under Pass 14 2 2 Reviewed with

comments

5

Cattle/Pedestrian Underpasses (6 Lane Structure Vertical Clearance 2.5 m, Single Cell Box 4 Mtr wide)

10 9 3 6

6 Rehabilitation/Repair/widening of existing Minor Bridge

14

7 Minor Bridge (New on Service Road)

8

8 Pipe Culverts Slab/ Box Culvert

203 92 70 16 6 not approved

9 ROB, All the existing ROBs and RUBs are retained with widening to 6 lane.

8





DESIGN/DRAWINGS SUBMISSION SCHEDULE

S.No Description

Status (Haryana)

Status ( UP )

Submission Reviewed Submission Reviewed

1 Road Inventory Submitted Reviewed with

comments Submitted Reviewed with comments

2 Pavement Condition

Submitted Reviewed with


3 Pavement

Investigation Submitted


Submitted Reviewed with comments

4 BBD Submitted Reviewed with


5 Roughness Not yet done Record Not yet

submitted Not yet done Record Not yet submitted

6 Soil Investigation Not yet done Record Not yet


7 Traverse Validation

Not yet done Record Not yet


8 Topographic

survey Not yet done

Record Not yet submitted

Not yet done Record Not yet submitted

9 Leveling Survey Not yet done Record Not yet


10 Structures Inventory &

Condition Survey Not yet done



11

Traffic Surveys Not yet done Record Not yet


a. Classified Volume Counts

(CVC) Not yet done



b. Turning Movement Counts

(TMC) Not yet done



c. Origin - Destination & Axle

Load Not yet done



12 Analysis of Traffic

Surveys Not yet done







CHAPTER-5:DETAILS OF CONTRACTOR SET UP OF SITE

OFFICES, MOBILIZATION, LABORATORY SET UP ETC ARE AS

PER FOLLOWING





5.0 Details of Contractor Set Up of Site Offices, Mobilization, Laboratory Set Up etc are as per following:-

5.1 Mobilization:-

4.1.1 Haryana Section (Km 20+500 to Km 93+800)

4.1.2 UP Section (Km 93+800 to Km 200+000)

5.2 Scope of work:-

Haryana Section (Km 20+500 to Km 93+800) :- As per Schedule B of CA

UP Section (Km 93+800 to Km 200+000) :- As per Schedule B of CA

Elevated Highway at Sikandara 190+660 to 192+100 4 Lane Viaduct Widening of project highway in place of

construction of elevated corridor at Sikandara.The effect of reduction in the scope of project will be assessed as

per Clause 16.6 of the concession agreement vide NHAI letter no. NHAI/NHDP-V/MC-

II/Concessionaire/04/39678 dated 24.05.2013.

As per Clause no. 2.11 of Concession Agreement (Planing Drawings) but not yet submitted by the Concessionaire. The entire Project depicting all features as specified in schedule-B as well as the project facilities specified in schedule-C, clearly indicating the existing features and proposed improvement plan in accordance to clause 2.11 of Manual of Specification & Standards (schedule-D).

5.3 Man Power: - 5.3.1 Concessionaire Project Director : - Rajesh Madaan

Haryana Section (DATR)

Sr. Name Designation Contact No Email-ID

1 Sachinder Singh PM Haryana 9310102634

[email protected]

2 Vijay Bairagi DPM

3 Mukhtara Ahmed Ansari DPM 8595024746 [email protected]

4 Bharat Bhushan Gupta DPM 9311624821

[email protected]

5 NeelmaniKatdare Sr.Highway Manager 8595369107

[email protected]

6 Anurag Kumar Singh Sr.Highway Manager 9311030253

[email protected]

7 Abhijay Prakash Sr. Manager

8 EtheshamulHasan Quantity Surveyor (QS) 9350144555

[email protected]

9 Naveen Reddy Ermal Manager

10 Gaurav Chauhan Assistant Manager 9310920301

[email protected]

11 Kushal Chand Gupta Liasioning Manager 9810175800

12 Surender Singh Liasioning Manager

13 DipikaMedhi Office Manager

14 Devendra Land Acquisition





UP Section (DATR)

1 Jitendra Kumar Singh Project Manager 9359755110 [email protected]

2 Virendar Singh Highway Engineer

3 SumanShekhar Assistant Manager 9319014604 [email protected]

4 Dinesh Kumar Patel Assistant Manager 9319054334 [email protected]

5 Nagaraj Survey Engineer

6 Raj Kumar Quantity Surveyor

7 Nagaraj Survey Engineer

8 Govind Tiwari Liasioning Manager 9990158506

9 Rakeshkumar Mishra Lab Technician





5.3.2 EPC Contractor

5.3.2.1 M/s Reliance Utility Engineers Pvt Ltd

No detail has been submitted so far.

5.3.3 Sub-Contractor (M/s L&T Ltd.)

Sr. Name Designation Contact No Email-ID

1 Rajesh Kumar. JHA Chief Project Manager

8380027500

2 Haryana Section (L&T)

R.K.Verma Project Manager 9467200601, 8295919602

DGM (Road)

DGM (Structure)

K.P.Yadav Manager (QA/QC) 9805052258

M.Karthi Manager (Planning)

9467200612

Manager( QS)

3 UP Section (L&T)

R.N.Solanki Project Manager 9958698407

DGM (Road)

DGM (Structure)

Manager (QA/QC)

P.Mohan Manager (Planning)

9467200621

Manager( QS)





5.4 Machinery:- Sr. No. Resource Capacity/Make Available in Nos.

Hot Mix Plant 120 / 200 TPH 2

Crusher Plant 200 TPH 3

Weigh Bridge 50 / 80 MT 12

WMM Plant 100/60TPH 4

Concrete Batching Plant 30cum / 60cum 5

Concrete Batching Plant 110cum 1

Crane 15 MT 5

Crane 45T 1

Loader with Backhoe JCB / Equivalent 12

Water tanker Ashok Leyland or equivalent - 6 / 12 KL 7

DG 725 Kva 2

DG 625 Kva 1

DG 500 Kva 4

DG 350Kva 3

DG 180 Kva 2

DG 125 Kva 3

DG 62.5 Kva 7

DG 30/35 Kva 1

DG 10/15 Kva 7

DG 5 Kva 5

Electric welding Rectifier/Generator 7

Diesel Welding Generator 4

Mini Roller 2/4 MT 2

Cement Feeding Pump 18/25 T/hr 5

Cement Silo 200Ton/100Ton 10

Asphalt cutting Machine 3

Bar cutting Machine 12

Bar Bending Machine 15

AIR COMPRESSOR 500 CFM 2

Grouting Pump 1

Diesel Vibrator 14

Screed Vibrator 4

PQC Roughness Machine 2

Trailer Semi Low / Low bed - 40' / 60' 3

Motor Grader 10' / 12' Length 9

Hot Mix Plant 120 / 200 TPH 2

Crusher Plant 200 TPH 3

Weigh Bridge 50 / 80 MT 12

Slip Form Paver 1 Texture Curing Machine 1

Tractor with Trolly/compressor 7 Excavator Breaker 3 Soil Compactor (Vibromax) 11 MT 9 Tandem Roller 4 Wheel Loader 7 Excavator 14 Drilling Machine 3 Tippers/Dumper 25MT 57 Piling Rig 1 Gantry Crane 40 MT/75T 2 MiniTruck 4

Transit Mixer 6 cum 7

Bitumen Sprayer 4 KL 3 Sensor Paver Bitelli / Vogele 2

Dewatering Pump 7

Boom Placer with pump 90 cum/hr - 32m 1 Pneumatic Tyre Roller 1





5.5Camp Establishment:-

Activity Km 54 camp

Km 82 camp

KM 107 camp

KM 170 camp

Office Operational Operational Operational Operational

Internal Road Completed Completed Completed Completed

Fencing Completed Completed Completed Completed

P&M office and Work Shop Operational Operational Operational Operational

QC Lab Operational Operational Operational Operational

Stores Operational Operational Operational Operational

Batching Plant Commissioned Both plants

Operational & under Production

Operational Commissioned

Hot Mix Plant Commissioned N.A. Operational TTZ permission

pending

WMM Plant Operational Erection in Progress Calibration done Erection completed

Cement Godown Completed Completed Completed Completed

Weigh Bridge Operational Operational Operational Operational

Labour Colony Completed Operational Operational Completed

RO Plant Operational Operational Operational Operational





CHAPTER-6 CONSULTANTS DETAILS





6.0 CONSULTANTS DETAILS

6.1 Consultant obligation status:

1. Financial:

Security Number Amount Validity Ref.

Clause Remarks

Mobilization

Advance BG 1201271BGP00493 31,50,000/- 31.08.2015

2. Insurance: The following insurances in accordance to clause 3.4 read with clause 3.5 of special

conditions of contract has been submitted to NHAI

Professional Liability Insurance :- as per clause 3.4(a) II Policy no 10-P0000294-PID for a

limit of liability of Rs. 35.00 Crore&deductableRs. 5.00 Lack for each of every claim

Group Personal Accident Insurance

Third Party Liability Insurance

Employer Liability and works compensation insurance

6.2 Establishment Contact Details: Name Address Office E-Mail Address Telephone

Details

Mr. A.K

Banarjee

Independent

Engineer

19th

Floor, Tower C, Building

5, Cyber Terraces,

DLF Cyber City - Phase-III,

Gurgaon - 122002, Haryana,

India

Tel: +91-124-4682864

Fax: +91-124-4682899

Head Office

URS Scott

Wilson IndiaPvt

Ltd

[email protected] 09810979220

Mr. Manoj

Kumar, Director

Rodic Consultant Pvt Ltd

DLF Cyber Green City ,

Tower- A, Gurgaon

Head Office

Rodic

Consultant Pvt

Ltd

manoj.kumar@rodicconsultant

s.com

09650352323

Mr. K. K. Gupta

Team Leader

H. No. 1438, Sector-14,

Faridabad (HR)-121007

Tel. : 0129-4140080, Fax: 0129-4150080

Project Office

Headed by TL

Faridabad

[email protected], [email protected],

[email protected],

09350353055

Mr. D.V. Gaur

Resident

Engineer

House No.107, Indraprasth

Enclave Colony, Near

Goverdhan Palace Hotel,

Mathura (UP) – 281006

Project Office

Headed by RE

Mathura

[email protected] 09466155980

6.3 Consultancy Payment Status:-

Sr.

No.

Agreement

Amount

Up to

Previous

month

Dec-2013

Current

month

Jan-14

Up to date

Claimed

Amount

Withhel

d

Payment

Received up

to date

Remarks

1

Without ST = 12,57,24,178/-

With Service Tax 14,12,63,686/-

4,26,23,374/- 33,91,017/- 4,60,14,392 13,96,39

4

3,37,81,966

Disallowed: Rs. 2,90,653

mailto:[email protected]



mailto:[email protected],%[email protected]

mailto:[email protected],%[email protected]





CHAPTER-7 CONCESSIONARE

SCOPE OF WORK





7.1 CONCESSIONARE SCOPE OF WORK

7.1.1 Construction of Six Laning

Construction of Sixlaning, Delhi-Agra section of National Highway no. 2 in the state of Haryana and Uttar

Pradesh from km. 20.500 to km. 200.000 (length 179.500 km) to be executed as BOT (Toll) on DBFOT pattern

under NHDP phase-V as specified in schedule B together with provision of Project Facilities in specified in

Schedule – C and in conformity with the specifications and standards set forth in Manual of specification &

Standards for six laning in Schedule-D.

7.1.2 Scope of works for O&M

As per concessionaire view Clause 12.2 is operative , the concessionaire shall maintain, at its cost, the existing

lane(s) of the project Highway so that the traffic worthiness and safety thereof are at no time materially inferior

as compared to their condition 7(seven) days prior to the date of this agreement, and shall undertake the

necessary repair and maintenance works for this purpose; provided that the concessionaire may, at it cost,

interrupt and divert the flow of traffic if such interruption and diversion is necessary for the efficient progress

of construction works and conforms to good industry practice; provided further that such interruption and

diversion shall be undertaken by the concessionaire only with the prior written approval of the independent

engineer which approval shall not be unreasonably withheld . For the avoidance of doubt, it is agreed that the

concessionaire shall at all times be responsible for ensuring safe operation of the project Highway.

Applicability of Schedule-K (Details in Page No- 59 to 61)

As per view of Project Director & IE that during the construction period of

widening of existing four lane to six lane highway, all the requirement of

schedule-K (annexure-I) except the roughness criteria are applicable.

a. Routine Maintenance of Highway:-

Repair of Local pot holes / patch work, as per MoRT&H Specifications.

Crack Sealing

o Cracks less than 3mm width

o Cracks wider than 3 mm

Road Sign Maintenance. Road Marking, Guard Rail / Crash Barrier Maintenance and replacing it with new

members including fixing. Dismantling of existing damaged fencing and repair/replacement of damaged

fencing including fixing. Cleaning of litter & debris from carriageway and ROW. Maintenance of Earthen

Shoulder & Slopes. Drain Cleaning as per frequencies mentioned in the Quotation Notice. Repairing of the

damaged sections of the drains.Dismantling of Structures & pavement including its replenishment / repair.

Repair to Brick Masonry. Cement Plaster. Cement Concrete of Specified Mix. Painting of the Kerb stones

Supply and fixing of 25mm thick precast cement concrete chequered tiles as per MoRT&H specifications.

Maintenance and repair of damaged road kerbs. Painting / distempering / providing snowcem coat on the

doors & windows, walls of Toll Plaza Buildings.





b. Routine Maintenance of Horticulture :- The concessionaire shall ensure the conservation of all trees, shrubs and similar vegetation, in the median and

the right of way. The concessionaire shall take adequate and appropriate measures, during the various seasons, to

ensure the survival of the vegetation. Grass cutting shall include the cutting of planted or natural grasses by

means of mechanical mowers or by hand, along the main carriageway and in the median. The concessionaire

shall hoe around trees and shrubs within the road reserve before the grass is cut and shall take care not to

damage or disturb the roots of these trees and shrubs during hoeing or grass cutting. Light hoeing shall be done

around designated newly planted and young trees and shrubs to protect them from fire and from being smothered

by weeds.

Maintenance of existing shrubs / plants in medians including watering, supplying and spreading farm yard

manure, trimming, replacement of casualties of similar age, providing and spraying insecticides. Sprinkling of

water in the median, cutting of grass in the median, trimming & cutting of median plants, cleaning of median,

preparation and cleaning of basin for holding water etc. as per detailed specification mentioned in attached

technical specification and terms and conditions for routine maintenance of horticulture under heading Schedule

of Operation as per attached activities required for maintenance of median plantation.

Trimming and cutting of trees in the median and ROW to remove obstructing branches from passengers vision

as directed by the Engineer

Work will be executed as per Horticulture Strategy in addition to the specifications indicated in maintenance

manual.

The concessionaire is required to provide 24 hrs per day route patrols to assist the road users of the highway, to

provide information, feedback and perform functions in relations to incident management. To achieve this, the

Patrol vehicles should be fully equipped as well as the patrol persons should be adequately trained in traffic

management, road safety and primary first aid. The purpose of route patrol is to:

Provide the users of the highway with basic mechanical help for vehicles that break down on the National

Highway Section, and protect other motorists from such vehicles.

Immediately identify traffic hazards of whatever nature, such as unauthorized parking, public transport

vehicles obstructing traffic during passenger loading and unloading, debris, stray animals and the like.

The Contractor shall take the necessary measures to remove such obstructions.

Provide emergency management at accident scenes until such time as the appropriate authorities arrive,

Assist with the removal of damaged or mechanically impaired vehicles from the highway,

Provide road user information and to further the image of the National Highway Section in a professional

and friendly manner.

Maintain daily records of assistance provided to motorists.

Concessionaire will remove dead animals/birds from the project roads and bury them at a suitable location

as directed by the Engineer/Employer within two hour of the incident. It will be treated as incidental to

contractual obligations.





Observe, record and report suspect aspects of the highway, hazards and incidental damage caused by

vehicles, floods, storms, or other random events, such that the highway maintenance records and data base

are continuously improved.

i) Route Petrol Vehicles:

Type and model of vehicle

Location Vehicle Registration Contact Nos

(RP1) 20+500 To 75+000 Available From 20-12.2013 8396037551

(RP2) 75+000 To 93+800 Available From 20-12.2013 8396037552

(RP3) 93+800 To 164+500 UP-80 BM 9191 9319819906

(RP4) 164+500 To 200+000 UP-83K-5200 9319819907

ii) Tow away Crane:



Crane (15 MT) 20+500 To 93+800 (UP 80 BM 9191) 8810127310

Crane (15 MT) 93+800 To 200+000 (HR 38 F 7270) 8810127301

iii) Ambulance:



Ambulance 20+500 To 93+800 Available From 20-12.2013 8396037550

Ambulance 93+800 To 200+000 UP-79 B 0143 08449577046

iv) Control Room / Emergency Contact Information:

Location In charge Name Contact

Nos

Control Room-1 Palwal Mr. Tiwari 8810127310

Control Room-2 Mathura Mr. Anirudh 8810127301

Note: - Vehicle Tracking System is not working





CHAPTER-8PHYSICAL AND FINANCIAL PROGRESS





8.0 Physical Progress

8.1 Haryana Section:-

8.1.1Preconstruction activities: - As per 8.6 Pre-construction Activities 8.1.2Camp Setting & HMP and Equipment mobilization: - As per 5.4 Machinery List

8.1.3Utility Shifting Progress:- (A) Electrical Utility shifting progress

(B) Water Supply Line shifting progress

Water Supply Line Shifted Water Supply Line Work in Progress

Side From To Length in Mtr Side From To Length in Mtr

RHS 65.280 65.740 830 LHS 91.000 92.000 1000

LHS 71.880 72.340 460 LHSHaryana Tourism 91.000 93.000 2000

RHS 88.785 89.090 500

LHS 90.290 92.780

1790 3000

Water Supply Line Shifted Trenchless Water Supply Line Trenchless progress

Crossing 45.100 72+330 2

Crossing 47.280 76+560 2

Crossing 48.390 77+200 2

Crossing 51.170 83+800 2

Crossing 51.930 1

Crossing 62.780 1

Crossing 63.110 1

Crossing 68.200 1

Crossing 69.100 1

13

Shifting Completed Proposed Line Erected but not

energised Pole Erected

Side From To Length in Mtr

Side From To Length in Mtr

Side From To Length in

Mtr

LHS 46.970 47.290 320 RHS 46.320 46.720 400 LHS 41.50 42.42 920

RHS 66.160 66.360 200 RHS 65.270 65.740 470 RHS 46.56 46.71 150

RHS 69.170 69.600 430 LHS 82.660 83.170 510 LHS 55.99 56.77 780

RHS 73.640 74.800 1160 LHS 82.000 83.000 300 LHS 55.24 56.07 830

RHS 75.250 76.400 1150 LHS 63.200 63.650 450 CROSSING 64.83 64.86 30

LHS 76.350 76.730 380 LHS 70.200 70.500 300 CROSSING 81.12

RHS 75.930 76.320 390 LHS 71.900 72.100 200 CROSSING 87.88

RHS 87.780 88.000 220 9540 RHS 54.71 55.41 700

RHS 83.200 85.560 2360

LHS 46.38 46.72 340

RHS 88.500 88.800 300 RHS 46.72 47.20 480

6910 LHS 83.00 84.00 980

RHS 116.340 117.000 650 RHS 85.00 86.00 1000

LHS 122.650 123.300 650 LHS 85.00 85.775 775

1300 LHS 86.20 86.620 420

RHS 88.00 88.455 455

RHS 89.00 89.74 740

LHS 63.00 63.715 715

LHS 112.65 113.05 400





(C)Sewar Line shifting progress

Sewar Line Shifted Sewar Line Work in Progress

Side From To Length in Mtr Side From To Length in

Mtr

RHS 20.665 21.620 935.0

(D) Strom water drain Line shifting progress

Strom water drain Line Shifted Strom water drain Line work in progress

Side From To Length in Mtr Side From To Length in Mtr

RHS 20.680 21.660 954.50

8.1.4 49 Nos. Culvert Progress up to March-2014Strip Chart Enclosed

BOX CULVERT PIPE CULVERT

Sr.No. ITEMS LHS RHS ITEMS LHS RHS

1 PCC 40 25 PCC 6 16

2 RAFT 37 21 PIPE LAYING 3 15

3 WALL 35 21 Head Wall 2 13

4 SLAB 36 21

8.1.61 NosPedestrain Underpass Progress up to March 2014

Sr.No. Chainage PCC RAFT WALL SLAB

LHS RHS LHS RHS LHS RHS LHS RHS

1 38+200

2 54+435

3 63+170

4 65+200

5 72+500

6 77+300

7 83+270

8 87+875 1 1 1 1 1 1 1 1

9 90+625





8.1.7Casting of Test Pile for Flyovers in Progress

Sl No. Chainage

Pile Dia

1200 mm &

Depth 20 Mtr

Casting date

Theoretical Capacity

Required

capacity as per

preliminary

design(MT)

Capacity

of load

test

Pile Dia

1200 mm &

Depth 20 Mtr

Casting date

Pile Dia

1000 mm &

Depth 30

Mtr

Casting date

1 21+750 10/6/2013

2 25+650 19/6/2013 349.22 282 3/2/2014

3 26+950 17/7/2013 347.97 282 17/02/2014

4 29+500 15/7/2013 348.19 282 117 30/11/2013 20/02/2014

5 31+100 11/7/2013 340.99 282 140 15/11/2013 8/2/2014

6 35+050 9/7/2013 284.9 282

7 58+070 1/7/2013

282 170 31/10/2013 27/02/2014 346.83

8 60+165 26/06/2013 352.33 282 235 21/10/2013 4/3/2014

9 88+825 13/05/2013 348.51 282 244 1/10/2013

10 101+300 29/7/2013 322.99 282 207.7 31/12/2013

11 142+575 26/7/2013 325.22 282 235 30/12/2014

12 152+000 20/7/2013 328.3

13 157+775 23/7/2013 368.64

14 195+680 7/8/2013 307.97

15 198+415 1/8/2013 277.94

16 199+800 3/8/2013

8.1.8 (a)Main Carriageway Highway Progress

S. No.

Description Unit Side Total Scope

( Km) Completed

(Km)

1 Clearing & Grubbing Km LHS 179.5 32.50

RHS 179.5 20.82

2 Excavation/ Embankment Filling/Top

Km LHS 179.5 25.74

RHS 179.5 9.87

3 Sub Grade Top Km LHS 179.5 8.20

RHS 179.5 2.60

4 GSB Km LHS 179.5 6.42

RHS 179.5 2.54

5 WMM Km LHS 139.74 0

RHS 165.35 1.22

6 DBM - Widening Km LHS 139.74

RHS 165.35

7 DBM/ BC - Overlay Km LHS 139.74

RHS 165.35

8 DLC Km LHS 39.76 3.93

RHS 14.15

9 Rigid Pavement (PQC) Km LHS 39.76

RHS 14.15





(b) Service RoadHighway Progress

8.1.9Contractor Mobilization 8.1.5.1 Equipment details – As per 5.4 Machinery & Equipment List 8.1.5.2 PMC – Not appointed so far

8.2 UP Section:-

8.2.1Preconstruction activities: - As per 8.6 Pre-construction Activities

8.2.2Camp Setting & HMP and Equipment mobilization: - As per 5.4 Machinery List

8.2.3Culvert Progress up to March 2014

37Nos Culvert work in progress in UP Section Details Strip Chart Enclosed

BOX CULVERT PIPE CULVERT Sr.No. ITEMS LHS RHS ITEMS LHS RHS

1 PCC 32 27 PCC 1 2

2 RAFT 29 23 PIPE LAYING 0 1

3 WALL 24 20 Head Wall 0 1

4 SLAB 23 20

8.2.4 Contractor Mobilization

8.8.1 Equipment Details- As per 5.4 Machinery & Equipment List

8.8.2 PMC- Not appointed so far.

S. No.

Description Unit Side Total Scope

( Km) Completed

(Km)

1 Clearing & Grubbing Km LHS 102.60 3.46

RHS 101.56 2.34

2 Excavation / Embankment Filling/Top

Km LHS 102.60 2.97

RHS 101.56 1.32

4 Sub Grade Top Km LHS 102.60 0.13

RHS 101.56 0.37

5 GSB Km LHS 102.60 0.13

RHS 101.56 0.17

6 WMM Km LHS 102.60

RHS 101.56

7 DBM - Widening Km LHS 102.60

RHS 101.56

8 DBM/ BC - Overlay Km LHS 102.60

RHS 101.56

9 DLC Km LHS 102.60

RHS 101.56

10 Rigid Pavement (PQC) Km LHS 102.60

RHS 101.56





8.3 Pre-construction Activities: -(As per ConcessionaireReports)

S.No. Description of Work Status of Work

1. Traverse Survey Total length of 179.5 km. completed. (Details not yet Submitted to IC)

2. Topographic Survey Total length of 179.5 km. completed. (Details not Submitted to IC)

3. TBM Checking Completed. (Details not yet Submitted to IC)

4. OGL Recording In Progress(Details not yet Submitted to IC)

6. Center line Marking In Progress(Details not yet Submitted to IC)

7.

Soil Investigation: In Progress

Geo-technical Investigation for structures

Completed except ROBs

Pavement composition survey

Completed. (Details not Submitted to IC)

8. Tree Cutting In Haryana& UP section tree cutting is in progress And approximate 15408 trees have been cut and 62.48kms length is clear.

9. ROW Pillars Fixing Yet To Start

10. Shifting of Electrical Utilities Started Details in 8.1.3 Page No-49

11. Shifting of Sewer, Water & Storm Pipeline Utilities

(Started Details in 8.1.3 Page No-49





8.3. (i) Tree Cutting Progress in Haryana

Month No. of Trees Cut LHS RHS Total Length (LHS+RHS)

Remarks During the Month

Cumulative (Nos.)

Length (m) Length (m) Length

(m) Cumulative

(m)

May-13 671 671 900 430 1330 1330

Jun-13 1515 2186 3810 5190 9000 10330

Upto 13 July 2013 248 2434 3200 3130 6330 16660

1st August to 6 September 2013

NIL 2434 0 0 0 16660

Sep-13 690 3124 3990 0 3990 20650

Oct-13 1396 4520 4290 70 4360 25010

Nov-13 1710 6230 2720 1410 4130 29140

Dec-13 3599 9829 4530 6980 11510 40650

January-2014 1784 11613 2110 5860 7970 48620

February-2014 438 12051 1180 990 2170 50790

March-2014 0 12051 0 0 0 50790





8.3. (ii) Tree Cutting Progress in UP

S.No Month

No. of Trees Cut LHS RHS Total Length (LHS+RHS)

Remarks

During the Month Cummulative

(Nos.) Length (m) Length (m)

Length (m)

Cummulative (m)

1 Dec-13 108 108 700 500 1200 1200

2 Jan-14 1119 1227 3970 1610 5580 6780

3 Feb-14 1063 2290 370 1390 1760 8540

4 March-2014 1067 3357 1840 1310 3150 11690

Tree Cutting was not done from dated 14.03.2014 to 24.03.2014

Nos. Length Total Haryana = 12051 50790 Total UP = 3357 11690 Total = = 15408 62480





8.4 Central Casting Yard

The concessionaire is to set up a Central Casting Yard at Km-82 (LHS)

8.5 Operation & Maintenance works

The O & M works are not being carried out properly. The riding quality improvement is

pending at many places, especially at the urban areas of Ballabhgarg, Palwal, Kosikalan,

Mathura and Agra.

(Pavement Markings):- There reflectivity is required to maintain and repainting to be done at wear

out locations.

(Traffic Signs):- All the traffic signs such as informative, caution, warning and overhead gantry signs

are not maintained, at present many location Traffic signs are tilted and damaged conditions, There

is required to maintain constantly of traffic signs on routine basis Repairs/ replacement of signs

damaged due to accidents .

(Distance Stones):- KM Stone , 5th Km Stone etcand damaged and tallied condition, it is required to

maintained for Repairs/ replacement of stones damaged due to accidents.

Railing/Fencing/Crash Barrier: -These are the protection measures taken and provided at high

embankments, ROW protection and on culverts & bridges. These are maintained for theft of barbed

wire fencing erected for protection of row Theft of metal crash barrier Railing/ Crash barrier

damaged due to accidents.

Drainage Works: - It consists of drains provided in median, at edge of main carriageway, at ROW

and on side slopes. The special maintenance drive is taken up before and after the monsoon for

maintenance of all drainage works, such as Cleaning side drains provided at ROW and open pitched

drain provided between main road & service road cleaning of sumps & pipe incase of curves Cleaning

of drainage chutes and its inlet in case of high embankments Repairs of drains. These are not

maintained regularly on the basis of frequency as per themaintenance manual.

Patches/Pot holes/Crack: - Existence of patches, pot holes makes the journey uncomfortable and

sometimes makes the road accidents prone.

The Concessionaire’s maintenance programme for the year 2012-13 is still pending.

The toll plaza are to be kept in proper conditions like in cleanliness, illumination etc, at many areas

repairing is required, like the toll booths etc.





Dedicated team to cater the needs of O&M requirements must be re-constituted by the Concessionaire

on top priority basis.

Pavement cleaning work is not carried out properly, only a few labours deployed which are not at all

sufficient, observing the huge amount of garbage and debris seen lying on Ballabhgarh, Palwal,

Kosikalan, Mathura & Agra and at many other locations etc.

Safety issues are not properly attended at the maintenance works.

8.6 SAFETY ISSUES

Ongoing maintenance activities are not fully in compliance with stipulated safety requirements as

discussed in IRC: SP-55 and Schedule L of Concession Agreement. Concessionaire has been advised

that all excavation activities adjacent to the travel lanes shall be protected with effective barricades

and traffic control devices to warn motorists and pedestrians. Also maintenance activities on

carriageway are being conducted in a haphazard way without proper barricading on carriageway, thus

compromising the safety of workers and motorist as well. No night work to be carried out without

Independent Engineer approval.

8.7TOLL PLAZA

There are two toll plazas on the entire project highway.

At km. 74.00 – Srinagar toll plaza

At km. 164.00 – Mahuvan toll plaza

After development to 6-lane, one more toll plaza in KM 46.00 will be constructed and toll plaza in Km

74.00 shall be shifted in Km 94.00.

The Concessionaire had started collecting toll fee from the appointed date as per the Concession

Agreement provision and required staff for collecting toll and guards, marshals to regulate the

traffic/control the leakage and to record the collections and for the management of the toll plazas.

The toll plazas are not being maintained properly. The cleaning and housekeeping is to be improved.

8.8Independent Engineer Inspections

Monthly Inspection reports are appended under chapter 16. Independent Engineer is conducting

inspection as per Concession Agreement Article 13.2. Independent Engineer issued letter regarding

poor performance of O&M works and other related issues vide

Independent Engineer letter no. URS-RODIC/FBD/DATR/14/209 & 246 dated20.03.2014&

31.03.2014.





8.9Independent Engineer Final Observations

In spite of so many reminders, the concessionaire has not yet submitted programme of works,

horizontal and vertical profile of works, detailed engineering report & detailed construction

methodology in accordance to Article 12.1 of Concession Agreement.

8.9.1Programme of Works:-

The Concessionaire has started the work at site but the pace of work is very slow details in page no 53

to 55

8.9.2O&M Works:-

The most important activity to take up and complete is shoulder filing & improving the riding quality,

cleaning of rains spouts, cleaning of chutes, debris removal, BC/DBM/over lay on the very rough

surface, PQC repair. The concessionaire must ensure that the MCW and service road surface is

maintained in traffic worthy condition round the clock.

Other O&M activities are being carried out very slowly. Repair of the rutting areas is taken up but the

progress is slow & works are being carried out without following proper methodology and

MoRT&H/IRC guidelines. Metal beam crash barrier are damaged at several locations and become a

safety hazard for the road users as the pedestrians and two wheeler riders are crossing the roads from

these locations. Also, beam sections are missing at some locations eliminating, protecting for bearing

traffic and also allowing pedestrians to cross the roads at limited sight distance Zones putting their

lives in danger. Concessionaire should take remedial steps to repair/replace damaged metal beam

barriers immediately.

Independent Engineer has been informing and reminding Concessionaire about their obligations

regarding O&M activities to be carried out as per Concession Agreement relevant clauses. The

concessionaire needs to accelerate O&M activities.

Toll fee collection work to be supervised properly. All the automation activities are to be expedited.

At both the two plazas, Medical Aid post & Traffic Aid post are set up by the concessionaire but these

are not fully equipped and furnished till now.

Bridge/structures inspection must be carried out and report to be submitted to Independent Engineer

for review.

The route patrol vehicles, ambulances & cranes must be maintained properly and number of these

vehicles to be increased as per Concession Agreement requirements.

8.9.3Toll Plaza:-

The general cleanliness, housekeeping, toilet facilities needs lot of improvement.

Illumination is very poor on toll plazas.

The overall maintenance is very poor.

8.9.4Traffic Aid Post/Medical Aid Post:-

The buildings are not adequately furnished as per Concession Agreement requirements. The

concessionaire needs to upgrade the same for providing proper facilities for the users. The medical aid

post is without proper furniture, the staff deployed is not professionally trained & lacks basic

infrastructure. The medical register is not updated regularly. Many life saving drugs are not there.

The Concessionaire has provided two ambulances at project site which are not adequate as per

Concession Agreement.





Route patrol vehicles are ill equipped and lack many basic items. Independent Engineer is regularly

inspecting. The concessionaire must keep the project highway in traffic worthy conditions and take

steps to improve the riding quality, traffic management; ambulances etc and fulfill the obligations as

per Concession Agreement.

8.10. Maintenance of Project Highway: -

The concessionaire has neglected the maintenance of project highway. It appears that there is a dispute

in between the concessionaire &Sub-Contractor resulting no patching & pot-hole repair has been

carried out during the month. For not repairing the pot-holes/patching in time, about 25-30% length of

flexible pavement surface require removal coat as on date. The local public is very much agitated and

is prepared not to allow toll fee collection by concessionaire. Other aspect of maintenance like

removal of rain water, drain water from shoulders & MCW, removal of debris & construction material

from shoulders & MCW, removal of Cow dung from median & shoulders, removal of posters &

banners etc are also neglected.

The Concessionaire has not submitted any work-programme for completion of work as per Schedule

G required as per Clause 12.1 of Concession Agreement.

The construction activity at site is approximate 3.0%

o Tree Cutting Progress Chart Page No 55(1 to 7) (17 Pages)

o Few location earth work (embankment) is in progress, detail shown in page no. 52(6 Pages)

o Widening of culvert is in progress as shown in page no. 52(3 Page).

o Flyover pile test is in progress as shown in page no. 51.

8.11. Applicability of Schedule ‘K’ Maintenance of Project Highway during Construction Period:

COD was given to Concessionaire w.e.f. 16.10.2012.

Due to one reason or the other, the highway is not being maintained by the Concessionaire in spite of

the fact that the regular monthly inspection note, indicating the short comings in the maintenance,

supported with photographs are being issued by Independent Engineer regularly.

The Concessionaire is insisting that he will follow clause 12.2 for the maintenance standard i.e. he is

bound to maintain the road in such a way that they are not materially inferior as compared to the

condition 7 (seven) days prior to the date of the agreement, however, the Concessionaire shall all the

times be responsible for ensuring the safe operation of the project highway.

Concessionaire view is not based on the true spirit of the Concession Agreement and various clauses

as explained below:

(i) The COD has been provided to the Concessionaire for operation of Highway project in terms of

Article 15.1 of Concession Agreement w.e.f. 16.10.2012 together with the appointed date and he has

been allowed to collect user fees at Toll Plaza w.e.f. 00 hrs on 16.10.2012, the appointed date.

(ii) It is pertinent to mention here that the conditions precedent have been waived by NHAI while granting

the COD for which we have not find any reason for allowing the Concessionaire to operate the 4-lane

and collect the toll w.e.f. 16.10.2012.





(iii) As per Article 15 of the Concession Agreement, once the Project Highway entered into the

commercial service on COD, the Concessionaire shall be entitled to demand and collect fee in

accordance with the provision of Article 27.

(iv)Keeping in view the order/sequence of the Articles in the Concession Agreement executed by and

between the Authority and the Concessionaire, we are of the opinion that the Project Highway starts

its operation from the commercial operation date as provided in Article 15 of the Concession

Agreement with respect to 4 lanes which is part 6 lanes of the Project Highway and the same is

required to be maintained for all the items of road.

In view of the submissions made above, we are of the view that during the

construction period of widening of existing four lane to six lane highway, all the

requirement of schedule-K (annexure-I) except the roughness criteria are

applicable.

It is pertinent to mention here that as per provision of the Concession Agreement,

highway patrol vehicles are to be provided with round the clock patrolling so as to

provide assistance to road users in case any need, Ambulance services to be provided in

such a way that response time is not exceeding more than 10 minutes and Crane are to

be provided so that these are available within 1 Hour of an accident to clear the disable

vehicle off the highway.

Concessionaire has provided only Four Route patrol Vehicles, Two Ambulance and Two

Cranes in the entire project of 180 km. length. With this no. of deployed vehicles,

response time for Ambulance will be definitely more thanOne Hour and for Crane it will

be about Four Hours. It is not understood that the Ambulance which are deployed to

attend the road accidents/victims, how the response time can be different whether

the highway is four lane or six lane.

We are of the view that the Authority may direct the Concessionaire to maintain the

road as per article-17 along with schedule-K of the Concession Agreement except the

requirement of roughness parameter.It should made clear to the Concessionaire that in

the event the project highway is not maintained as per maintenance standards given in

schedule-K than the Authority may invoke the clauses 17.8, 17.9 and 17.10 of the

Concession Agreement.

8.12. Independent Engineer views based on various provisions & spirit of Concession

Agreement

Any sub-standard curve existing on the road may be due to limitation of ROW at the

stage of 4-laning of road will have to be improved to the minimum standard prescribed

in IRC.

Required super elevation will have to be provided irrespective of exiting super elevation

at the same is very vital for safety of vehicles driving at designed speed of 100 km/hr.





To affectively drain out of the rains water & to increase the life of pavement proper

cross-fall and vertical gradient should be provided as per provision of the IRC Code.

Vertical gradient of existing road needs to be modified to the extent so that censor paver

can be effectively used for laying DBM/BC.

TCS of project highway shall be developed in accordance with the manual included in

schedule-D and Plan & Profile drawings will be prepared according to TCS.

What to talk of making improvement in the geometries of highway, Concessionaire is not even

ready to give the details of retrofitting and in the absence of which there is nothing for

Independent Engineer to review. Moreover, unless the Concessionaire provide the actual

details of longitudinal profile and cross fall/super elevation, no checking can be done at the site

of work during execution and even the FRL of widening portion of road from 4 lane to 6 lane

will depend upon the designed level of existing highway.

In view of the circumstances explained above, we had requested the Project Director to

look into the matter and intervene to resolve this controversy vide Independent

Engineer letter No. URS-RODIC/FBD/NHAI/13/360 dated 10.10.2013.





CHAPTER-9ISSUES PENDING RESOLUTIONS WITH

AUTHORITY





9.0 Issues Pending resolutions with Authority:-The details as provided by Consecessionare in

his MPR

9.1 Land Acquisition

The Concessionaire has raised his concern about the non-availability of land for construction

work. No compensation has been distributed for the land for the two districts in Haryana

(Faridabad &Palwal) and for the two districts in UP (Agra & Mathura). The land owners are

not allowing them for construction work.

Latus Status is as below: - (As per Concessionaire submitted the detail)

S. No.

District/ State

No. of Villages under Acquisition

Area Under Acquisition (Ha)

Award Announced

No. of Villages Area

1 Faridabad (Haryana)

11 17.74 11 15.50

2 Palwal (Haryana) 20 64.57 18 52.21

1 Mathura (Uttar Pradesh)

42 164.82 42 164.23

2 Agra (Uttar Pradesh)

10 24.46 7 13.26

TOTAL 83 271.59 78 245.21

9.2. Utility Shifting

9.2.1 Electrical Lines :-Electrical lines in Haryana & UP – the approval of estimates for shifting

of electrical lines in Haryana & UP are yet to be accorded by NHAI.

In-Principal approval of estimate of electrical line shifting of Torrent power along NH-2

from km 190+700 to 200+000 received on 18.09.2013

9.2.2Sewerage, Drainage and water Supply Line

HARYANA:-

i. NHAI approved the estimates of Sewer Water Supply and storm water drain vide

letter No NHAI/CMU/MTR/6-Laning/2013/D-33007 dated 03/08/2013.

UTTAR PRADESH:-Estimates approval for UP yet to be accorded by NHAI.





Division Name of work

1

a)

1 i) Old faridabadShifting of 33 KVA electrical lines in

Faridabad

2 ii) BallabhgarhShifting of 33 KVA electrical lines in

Ballabgarh

(1) 46+970 to 47+290 = 320m (L),

(2) 66+160 to 66+360 = 200m (R),

(3) 69+170 to 69+600 = 430m (R),

(4) 73+640 to 74+800 = 1160m (R),

(5) 75+250 to 76+400 = 1150m (R)

(6) 76+350 to 76+730 = 380m (L)

(7) 75+930 to 76+320 = 390m (R )

(8) 87+780 to 88+000 = 220m (R )

(9) 83+200 to 85+560 = 2360m (R)

(10) 88+500 to 88+800 = 300m (R)

(11) T/F shifted at 80+200

(B) Proposed Line Erected but not

Energised (2630m):-

(1) 46+320 to 46+720 = 400m (R),

(2) 65+270 to 65+740 = 470m (R),

(3) 82+660 to 83+170 = 510m (L).

(4) 82+000 to 83+000 = 300m (L)

(5) 63+200 to 63+650 = 450m (L)

(6) 70+200 to 70+500 = 300 (L)

(7) 71+900 to 72+100 = 200m (L)

3 iii) PalwalShifting of 33 KVA electrical lines in

Palwal

(C) Pole Erected (10040m):-

(1) 41+500 to 42+420 = 920m (L),

(2)46+560 to 46+710 = 150m (R),

(3) 55+990 to 56+770 = 780m (L),

(4) 55+240 to 56+070 = 830m (L),

(5) 64+830 to 64+860 = 30m (Crossing),

(6) 81+120 (Crossing), 87+875 (Crossing).

(7) 54+710 to 55+410 = 700m (R)

(8) 46+380 to 46+720 = 340m (L)

(9) 46+720 to 47+200 = 480m (R)

(10) 83+000 to 84+000 = 980m (L)

(11) 85+000 to 86+000 = 1000m (R)

(12) 85+000 to 85+775 = 775m (L)

(13) 86+200 to 86+620 = 420m (L)

(14) 88+000 to 88+455 = 455m (R)

(15) 89+000 to 89+740 = 740m (R)

(16) 63+000 to 63+715 = 715m (L)

4 i) FaridabadShifting of 66 KVA electrical lines in

Faridabad-

5 ii) BallabhgarhShifting of 66 KVA electrical lines in

Ballabgarh-

6 iii) PalwalShifting of 66 KVA electrical lines in

Palwal

The Department shall be shifting the lines on

their own.-

b)

7 i) Kosi kalan - 1Shifting of 33 KVA electrical lines

Kosi Kalan -1

8 ii) Kosi kalan - 2Shifting of 33 KVA electrical lines

Kosi Kalan -2

(A) Shifting Completed :-

(1) 116+340 to 117+000 = 650m (R )

(2) 122+650 to 123+300 = 650m (L)

(B) Pole Erected (10040m):-

(1) 112+650 to 113+050 = 400m (L)

9 iii) Mathura Rural - 1Shifting of 33 KVA electrical lines in

Mathura Rural -1

10 iv) Mathura Rural - 2Shifting of 33 KVA electrical lines in

Mathura Rural -2

11 v)Mathura Urban

(EUDD)

Shifting of 33 KVA electrical lines in

Mathura Urban

12 vi) AgraShifting of 33 KVA electrical lines in

Agra

13 vii) Agra (Torrent Power)Shifting of 33 KVA electrical lines in

Agra of Torrent power.

Estimates are approved by NHAI office vide

letter No NHAI/CMU/MTR/Six laning/2013/D-

33322 dated 18/09/2013.

VKR Projects Pvt Ltd

(Appointed on March

2011)

All the Re-revised Estimates prepared by the

Departments are submitted to PD NHAI and

reached to NHAI/HQ on 16th July 2013 for

approval.


(Appointed on March

2011)


(Appointed on March

2011)

Description of worksStatus of the work / Remarks


(Appointed on Feb.

2011)

U.P.

All the Re-revised Estimates prepared by the

Departments are submitted to PD NHAI and

reached to NHAI/HQ on 16th July 2013 for

approval. Pending in NHAI/HQ for approval

Total Shifted (A+B)= 1710m.

Status of Utility Shifting (Haryana & UP Section) as on date

ELECTRICAL

Haryana

Name of the

Contractor Status of the EstimatesWork Sr. no.

Upto 33 KVA

Upto 33 KVA

66 KVA

Total

Total

The Department shall be shifting the lines on

their own.CAUSING HINDERENCE

Re-revised Estimates submitted to PD/NHAI

office on 12th Sep 2013 and pending with

NHAI/HQ

Total Shifted (A+B+C)= 119580m.(A) Shifting Completed (6910m):-





Division Name of work

2

1 i) Faridabad (MCF)

Shifting of water supply and

sewerage lines in MCF area,

Faridabad

Estimates are approved by NHAI, HQ office vide

letter No NHAI/CMU/MTR/6-Laning/2013/D-

33007 dated 03/08/2013.

SEC Buildtech Pvt Ltd

(Appointed on April

2012)

2 ii) Faridabad (HUDA)

Shifting of water supply and

sewerage lines in HUDA area,

Faridabad

Estimates are approved by NHAI/HO by letter

47072 dated 20.12.2013 of amount Rs.297.175

Lakhs & same is intimated by PD/NHAI dated

26.12.13.


(Appointed on April

2012)

3 iii) Palwal (PHE)Shifting of water supply and

sewerage lines in PHE area, Palwal

Estimates are approved by NHAI, HQ office vide

letter No NHAI/CMU/MTR/6-Laning/2013/D-

33007 dated 03/08/2013.


(Appointed on April

2012)

b)

4 i)

Storm water drain -

Agra (Agra Nagar

Nigam)

Shifting of Storm water drains in Agra

5 ii)

Water supply lines -

Agra (Agra Jal

Sansthan)

Shifting of water supply lines in Agra

6 iii)Sewer lines - Agra

(Agra Nagar Nigam)Shifting of sewer lines in Agra

Water Supply Lines Shifted - 65+280 to 65+740 (RHS), 71+880 to 72+340

(LHS), 88+785 to 89+090 (RHS) & 90+290 to 92+780 (LHS). Sewer Line

shifted from 20+680 to 21+660 (RHS). Strom Water Line Shifted from 20+685

to 21+660 (RHS). Trenchless work for water supply line Completed = 45+100,

47+200, 48+500, 51+100, 51+900, 62+800, 63+150, 68+225, 69+100,

72+340, 76+570, 77+200 & 83+580.

U.P.

The Estimates of water supply line, sewerage &

storm water line were got prepared from the

respective department in AGRA and were

submitted to NHAI PD office on 12/03/2013,

05/02/2013 and 25/02/13 respectively.

Approval of Estimates under progress with NHAI

Total

Description of worksStatus of the work / Remarks

SEWERAGE/STORM WATER/WATER SUPPLY LINES

Haryana

Status of Utility Shifting (Haryana & UP Section) as on date

Name of the

Contractor Status of the EstimatesWork Sr. no.





9.3 Approval GAD of ROB

This issue was discussed at length and keeping in view the following factors:

As per clause 4.5.5 (ii) of Manual for Six laning it has been mentioned that as widening and also

dismantling of bridges having T-beams for box type super structures is generally difficult and it is

advisable to go for construction of new additional bridge instead of widening the existing bridge.

Even the Railways has pointed out that existing ROBs are about 100 years old, as such putting

extra load on the existing structures which will definitely come in one way or the other is not at

all a sound proposal.

As such a unanimous decision was taken that all together a separate a new three lane ROB on one side or

two lanes ROB on each side should be constructed. Accordingly concessionaire was advised to do the

detailed survey for each ROB for working out the suitability of three lanes ROB or two lanes ROB each side

and prepare the GAD in consultation with Independent Engineer. Subsequently to Railways approval to

the GADs, the concessionaire will work out the detailed design and drawing and will submit the same to

the Authority.

9.4 Forest Clearances

(HARYANA):- Forest clearance is obtained for Haryana only. The tree cutting in Haryana section has been

started since May, 2013.

(UP):

Stage II Clearance letter issued from NHAI office on 27/08/2013. The letter is addressed to Principal

Secretary / Forest Govt. of Uttar Pradesh. The Principal Secretary after taking approval from Ministry has

to issue a Govtorder for Nodal officer and down below to initiate cutting of the trees by Forest

Corporation.

9.5 Taj Trapezoidal Zone (TTZ) Clearances

Highway stretch from km. 115+000 to km. 200.000 the permission of forest clearance within TTZ is

obtained on 13th March 2013 fromHon’ble Supreme Court.





9.6 NOC for SoorSarovar Bird Sanctuary

As per Government order for any construction with in 10 Km of Bird Sanctuary, NOC from National Wild

Life Board of MUEF is to be taken by Client. This sanctuary falls between 179.100 to km. 183.000 on LHS

and runs along NH-2. The Proposal is approved on 01/02/2013 by National Wild Life Board (NBWL) of

MoEF.

9.7 ASI Approval of Elevated Structure in Sikandara (Km 190+660 to Km 192+360)

As per ASI, the permission for construction within 100 m of ASI nominated structures/monument need to

be taken from ASI. Several structures are within 100 m of ROW. The approval is yet to be taken by NHAI.

Since the Competent Authority and ASI does not agree for the construction of Elevated Corridor in front of

the protected Monument at Sikandra, we have to abide by their suggestion otherwise the project will not

get clearance from ASI & subsequently 2nd Stage Forest clearance will not be given by Ministry of

Environment and Forest.

Commissioner Agra Division, Agra (the competent Authority, Monument Authority of India) vide his letter

No. 02/11/11-CA-129 dated 10.04.2013 has forwarded the NOC application of Project Director, CMU

Mathura for conversion of four laningto Six laning NH-2 from Ch. 20.500 to 200.000 to ease traffic

congestion on NH-2 on the report of the Committee recommending the proposal for approval.Widening

of project highway in place of construction of elevated corridor at Sikandara. The effect of

reduction in the scope of project will be assessed as per Clause 16.6 of the concession agreement

vide NHAI letter no. NHAI/NHDP-V/MC-II/Concessionaire/04/39678 dated 24.05.2013.





Religious Structures (Revised As per Site Checkedby IE for the month of March-2013)

Removal of religious structure/other structures/government structures in PROW as on appointed date:-

The Concessionaire has requested assistance of authority for re-location of above. (Meeting held on 09/08/2013 in PD-NHAI Presence at

Camp-82) but concessionaire has no such requestraised to NHAI for re-location of Religious Structures.

Sr. No.

Chainage Location Village/Area Description Offset from paved

shoulder

Checked by IE

Offset From C/L Remarks

1 21+550 Nr. NHPC Chowk MeolaMahrajpur Temple 13m 31.6 RHS

2 22+000 Nr. HavelsChowk MeolaMahrajpur Dargah 2m 14.9 RHS

3 26+600 Nr. Old Faridabad Chowk Daulatabad Monumental 3m 21.4 RHS

4 26+610 Nr. Old Faridabad Chowk Daulatabad Hanuman Temple Extra 26.1 LHS (Additional)

5 27+700

Ajronda Temple 5m

Not Available

6 29+000

Ajronda Statue 9m 24.75 RHS

7 30+600 Nr. Bata ROB Mujesar Temple Shiv structure, 8m Structure-32.05, Boundary-21.35

RHS

8 30+900 Nr. Bata ROB Mujesar Temple Boundary wall@ 8m 26.15 RHS

9 32+140 Nr. YMCA Chowk Mujesar Monumental 4m 15.9 RHS

10 32+980

Temple

21.6 LHS(Additional)

11 33+400

Temple


12 34+500

Ballabhgarh Monumental 5m 9.35 RHS

13 34+700 Nr. 100 ft Road Ballabhgarh Bhairo Temple 0m 9.9 RHS

14 35+930 Nr. Ballabhgarh ROB Ranhera Temple 3m 18 LHS

15 38+510 Nr. Sector 59 PH-2 Jharsaintly Cemetery 3m 16.5 RHS

16 39+000

Jharsaintly Temple Boundary wall @ 5 m 10.5 RHS

17 39+480

Kaligaon Temple Boundary, Temple

Structure 1m 15.75, 19.75 RHS

18 40+380

Kaligaon Shamsan Boundary


19 40+390

Kaligaon Kabristan Boundary

14.9 RHS(Additional)

20 40+400 Nr. Faridabad Bypass Kaligaon/Sikri Masjid & Cemetery Boundary wall @ 5m 15.9 RHS

21 40+700 Nr. Faridabad Bypass Kaligaon/Sikri Temple Boundary wall @ 2 m 19.2 LHS

22

Extra

Punchmukhi Hanuman Temple


23 43+300

Sikri/Softa Dargah 0m 11.7 RHS(Additional)

24 43+400 Extra

Shiv Mandir

20.5

25 46+740

Shiv Mandir






26 48+030

Prithla/Baghaula Temple 2m 16.6

27 50+780

Baghaula Temple (Shiv Mandir) 10m 13.35 RHS(Additional)

28 50+800 Extra

DurgaMandir

17.05 LHS

29 51+020 Extra

Khera


30 51+200

Baghaula Temple


31 51+580

Baghaula Temple 5m Not Available

32 52+000 Extra

Temple Boundary

26 RHS(Additional)

33 53+600

Baghaula Temple 8m 20.9 LHS

34 54+440 Extra

Hanuman Temple


35 55+500

Palwal Temple 7m 21.1 RHS

36 57+970 AmarpurPalwal Intersection Palwal Temple (Shiv Mandir,

Hanuman mandir) 6m 26.3 RHS

37 58+090

Palwal Temple (krishnamandir)


38 58+650 Nr. Palwal Bypass Palwal Dargah 1m from Service Road. 25 RHS

39 60+930 Extra Palwal kalkamandir


40 63+220

Khusrapur Temple 7m 25.95 LHS

41 65+000

Atohan Hanuman Temple

Boundary,Hanumanmandir Structure

9m 24.05, 31.2 LHS

42 65+800

Atohan Monumental 4m

RHS

43 68+310 Bamnikhera Aurangabad Temple 3m 16 RHS

44 68+460 Bamnikhera Aurangabad Dargah 3m 11.8 RHS

45 68+500 Bamnikhera Aurangabad temple 3m 13.3 RHS

46 72+260 Nr. Dighot-Aurangabad Road Aurangabad Dargah 15m 21.8 LHS

47 72+290 Nr. Dighot-Aurangabad Road Aurangabad Dargah


48 72+300 Nr. Dighot-Aurangabad Road Aurangabad Temple 4m 20.1 RHS

49 72+800 Nr. Dighot-Aurangabad Road Aurangabad Temple( Boundary) 4m 21.4 RHS

50 73+200

Tumsara Temple 5m 12.85 RHS

51 74+490 Extra

Majar (RHS)

23 RHS(Additional)

52 74+600

Tumsara Temple 10m Not coming in ROW

53 77+300

Masjid 2m 15.5 RHS

54 79+160

Temple + Police station 2m Temple stair- 18.05

Temple structure -21.75 LHS

55 80+300

Monumental 3m 19.85 RHS

56 83+540

Banchari Temple 8m 26.95 RHS

57 89+380 Extra


58 90+170 Extra Hodal Majar

20 LHS(Additional)

59 91+960

Police ChaukiNakahodal Hanuman mandir


UP SECTION





60 95+150 Near Border

Dargah 5m 16 LHS

61 102+300

Kosi Cremation 4m 13 RHS(Additional)

62 103+200 ROB Kosi Temple 8m 17 LHS

63 103+400 ROB Kosi Temple 8m 17 LHS(Additional)

64 104+085 Opp. Agra Canal Minor Bridge

Dargah 10m 19 RHS

65 104+995

Kosi Monumental (Kos Minar) 2m 13 LHS

66 105+700

Kosi Temple Entrance gate @6m 17 RHS

67 107+500

Dautana Dargah 4m 15 RHS

68 108+010

Dautana OLD ST (BROKEN) NA

69 109+850

Chhata Dargah 2.5m 13.5 RHS(Additional)

70 110+000

Chhata Temple 20m 31 LHS

71 111+600

Chhata Temple 20m 31 LHS

72 112+400

Chhata Temple 18m 30 RHS(Additional)

73 112+500 Chhata-GoverdhanChowk Chhata Temple 7m 23 LHS

74 112+600 Chhata-GoverdhanChowk Chhata Temple 20m 31 LHS

75 112+700 Chhata-GoverdhanChowk Chhata Temple 12m 23 RHS

76 113+200 Near Police Chowki Shergarh, Chata Monumental (Kos Minar) +

Temple 20m 31 LHS

77 118+800 NariSamari NariSamari Temple 18m 29 RHS

78 125+000

Chomuha Temple 15m 26 LHS

79 125+650


80 125+700


81 125+700

Chomuha Temple 6m 17 RHS

82 126+100


83 126+600

Chomuha Temple 8 19.5 RHS(Additional)

84 127+100


85 127+900


86 128+700


87 132+800

Jait Temple 16m 27 LHS

88 137+250

Chatikara Temple 10.5m 21.5 LHS

89 137+400

Chatikara Dargah 4m 15 LHS

90 138+700

Mathura Temple 5m 14 LHS

91 139+800

Mathura Temple 5m 22 LHS

92 141+675 Near ROB Alwar, Mathura Temple 20m 31 LHS

93 144+650 Jaigurudevm Area Mathura Temple 4m 23 LHS

94 145+200 Jaigurudevm Area Mathura Jaigurudev Temple Boundary wall @4m 30 RHS

95 146+080 Naglachandwan Mathura Religious 6m 24 LHS

96 147+900 ROB Mathura Temple 11M 21 RHS(Additional)

97 148+000 ROB Mathura Temple 5m 22 LHS





98 148+350 ROB Mathura Temple 6m 17 LHS

99 148+500

Mathura Temple 10m 30 RHS

100 149+00

Mathura Temple 10m 30 RHS(Additional)

101 150+200

Mathura Temple 3m from Service Road 30 RHS(Additional)

102 151+000 Indirapuram Mathura Temple 2m from Service Road 31.5 RHS

103 151+960 GokulChowk Mathura Temple 8m 19 RHS

104 152+300


105 152+400


106 152+500 Shakti Dhaam Mathura Temple 10m 20 LHS

107 153+500 Mathura Refinery Mathura Refinery Temple 12m 23 LHS

108 153+500 Mathura Refinery Mathura Refinery Temple 8m 30 RHS

109 154+300 Mathura Refinery Badh Dargah 7m 18 RHS(Additional)

110 154+500 Mathura Refinery Badh Temple - 154+600 8m 27 LHS

111 155+350 Mathura Refinery Badh Temple 8m 19 RHS

112 157+600 Mathura Refinery Mathura Refinery Temple 5m 16 LHS




116 160+040 Mathura Refinery Barari Temple 15 26 LHS

117 162+100

Barari Dargah 3m 14 LHS

118 163+800

Barari Temple 7m 18 RHS

119 163+800

Barari Temple 7m 18 RHS

120 165+700

Farah Temple 15m 26 LHS(Additional)

121 166+000

Farah Temple 10m 19 RHS

122 167+000 Farah Farah Temple 3m 12 RHS

123 167+090 Farah Farah Temple 3m 12 LHS


125 167+300 Farah Farah Dargah 3m 13 RHS


127 167+800 Farah Farah Temple 13.5m 24.5 LHS(Additional)



130 171+600

Farah Temple 10m 21 LHS

131 173+200 Repurajat Repurajat Temple 3m 14 RHS

132 173+900 Repurajat Repurajat Temple 15m 26 LHS(Additional)

133 173+900 Repurajat Repurajat Temple 7m 18 RHS

134 174+300 Repurajat Repurajat Temple 10m 21 LHS

135 175+730 Repurajat Repurajat Temple 12m 23 LHS

136 177+150 Keetham Keetham Temple 10m 21 LHS





137 183+600 Runakta Runakta Temple 4m 13 LHS

138 183+700 Runakta Runakta Temple 5m 14 RHS

139 183+880 Runakta Runakta Dargah 6m 15.5 LHS(Additional)

140 183+900 Runakta Runakta Temple 6m 15.5 LHS

141 184+000 Runakta Runakta Temple 4m 13 RHS

142 185+500 Artoni Artoni Temple 2m 11.5 LHS

143 185+500 Artoni Artoni Temple 12m 28 LHS




147 189+800 Sikandra fort area Agra Temple 10m 21 LHS

148 190+900 Sikandra fort area Agra Temple 6m 15 LHS

149 191+100 Sikandra fort area Agra Masjid 5m 14 LHS

150 191+200 Sikandra Sikandra Monumental- Akbar tomb Boundary wall @ 5m 18 LHS

151 191+250 Sikandra Sikandra Mosque Boundary wall @ 5m 16 LHS

152 191+600 Sikandra Sikandra Temple 3m 12 RHS

153 192+200 Agra Temple 11m 19 RHS(Additional)

154 192+300 Gurudwara area Agra Grave 2m 11 RHS

155 193+050 Gurudwara area Agra Temple 5m 14 LHS

156 193+200 Gurudwara area Agra Monumental structure Boundary wall @ 8m 17 LHS

157 193+250 Gurudwara area Agra Gurudwara Boundary wall @ 10m 19 LHS

158 193+800 Gurudwara area Agra Temple 9m 18 LHS

159 193+810 Gurudwara area Agra Temple 8m 17 LHS(Additional)

160 195+000 Transport Nagar Agra Temple 5m 14 RHS

161 195+700 Devnagar Agra Dargah 4m 13 RHS

162 196+300 Agra Dargah 11m 20 RHS(Additional)

163 196+400 Agra Temple 7m 16 LHS(Additional)

164 196+400 Agra Temple 11m 20 RHS(Additional)

165 196+800 Agra Agra Temple 8m 22 LHS

166 197+230 Agra Agra Temple 1m from service road 21 LHS

167 198+100 Agra Agra Temple 0m 9 RHS


169 198+300 Agra Agra Temple 0m 18.5 RHS


171 199+300 Water Works Agra Temple 0m 11 RHS





CHAPTER-10ACCIDENT DATA




10.1 SUMMARY OF ACCIDENTS THIS MONTH: (MARCH- 2014) KM 20.500 TO 200+000

Fata

l

Gri

evou

s

Min

or

Fata

l

Gri

evou

s

Min

or

Fata

l

Gri

evou

s

Min

or

Haryana

Section(K

m 20+500

To 93+800)

404 309 123 379 67 110 573 38 34 18 38 4 12 63 442 343 141 417 71 122 636

UP Section

(Km 93+800

To

200+000)

355 177 111 289 51 188 348 10 10 19 6 0 7 17 365 187 130 295 51 195 365

Total 759 118 298 921 48 4 19 80 807 122 317 1001

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by A

mbu

lanc

e

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by C

rane

C

Cumulative Total (A+B)

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by P

atro

lling

Veh

icle

Accidental Victim

No.

of

Acc

iden

t

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by P

atro

lling

Veh

icle

Accidental VictimAccidental Victim

A

From 16th October 2012 to February 2014

B

Current March 2014

Stretch

No.

of

Acc

iden

t

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by A

mbu

lanc

e

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by C

rane

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by P

atro

lling

Veh

icle

No.

of

Acc

iden

t

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by A

mbu

lanc

e

No.

of

Occ

asio

ns w

hen

help

Prov

ide

by C

rane




10.2 Haryana Section from Km 20+500 To 93+800

S N

o

Date T

ime o

f

Accid

en

t A B C D E F G H

Veh

icle

Resp

on

sib

le

No of affected persons

No

of

an

imals

if

an

y k

ille

d

Help provided by Ambulance / patrol vehicle

Rem

ark

s

Accid

en

t

Lo

cati

on

Natu

re o

f A

ccid

en

t C

lassif

icat

ion

of

Accid

en

t

Cau

ses

Ro

ad

Fe

atu

re

Ro

ad

co

nd

itio

n

Inte

rsecti

o

n T

yp

e

an

d

Co

ntr

ol

Weath

er

co

nd

itio

n

Fa

tal

Gri

evo

us

Min

or

No

n-

inju

red

1 3/1/2014 11.00 AM 40.500 KM R.H.S. 3 3 3 4 1 1 1 CAR/TRUCK NIL NIL 2 2 NIL PATROLING AMBULANCE

2 3/1/2014 8.15AM 81.700 KM R.H.S. 5 3 2 4 1 1 TRUCK/TUMPER NIL NIL 2 2 NIL PATROLING AMBULANCE

3 02/032014 3.15AM 35.500 km RH.S. 5 1 2 4 1 1 1 CAR/BIKE 1 NIL 1 2 NIL PATROLING AMBULANCE

4 3/2/2014 9.30AM 59.200 KM R.H.S. 3 3 3 4 1 1 1 BUS/AUTO NIL NIL 4 17 NIL PATROLING AMBULANCE

5 3/2/2014 3.30AM 92.700 KM R.H.S. 2 3 3 4 1 1 CAR/TRUCK NIL NIL 3 3 NIL PATROLING AMBULANCE

6 3/2/2014 9.15PM 59.00 KM R.H.S. 7 1 2 4 1 1 TRUCK/BIKE 1 NIL 2 1 NIL PATROLING AMBULANCE

7 3/3/2014 2.15AM 35.200 KM L.H.S. 8 4 3 4 1 2 1 TRUCK NIL NIL NIL 2 NIL PATROLING

8 3/4/2014 2.30AM 80.500 KM R.H.S. 3 3 3 4 1 1 BIKE/CAR NIL NIL 2 4 NIL PATROLING AMBULANCE

9 05./03/2014 2.30AM 49.100 KM R.H.S. 3 3 1 4 1 1 1 TRUCK/TRUCK NIL NIL 1 3 NIL PATROLING AMBULANCE

10 3/5/2014 6.30PM 59.500 KM R.H.S. 3 1 3 4 1 1 1 BUS/TEMPO NIL 1 3 12 NIL PATROLING AMBULANCE

11 3/7/2014 8.10PM 40.500 KM R.H.S. 8 2 1 4 1 1 1 TRUCK NIL 1 NIL 1 NIL PATROLING AMBULANCE

12 3/7/2014 10.05AM 88.200 KM L.H.S. 7 2 3 4 1 1 BUS/CAR NIL NIL 2 13 NIL PATROLING AMBULANCE

13 3/7/2014 8.30PM 75.200 KM R.H.S. 5 2 2 4 1 1 BIKE/TEMPO NIL 1 1 6 NIL PATROLING AMBULANCE

14 3/9/2014 3.00PM 31.500 KM R.H.S. 3 3 1 4 1 1 1 CAR/TRUCK NIL NIL 2 4 NIL PATROLING AMBULANCE

15 3/9/2014 8.45AM 74.800 KM L.H.S. 3 2 2 4 1 1 WOMAN/TRUCK NIL 1 NIL 3 NIL PATROLING AMBULANCE

16 3/9/2014 10.30PM 79.300 KM L.H.S. 2 2 3 4 1 1 CAR/TEMPO NIL 1 1 4 NIL PATROLING AMBULANCE

17 3/10/2014 3.30PM 71.00 KM L.H.S. 3 2 3 4 1 1 1 BUS/TRUCK NIL 1 3 19 NIL PATROLING AMBULANCE

18 3/11/2014 4.35PM 28.500 KM L.H.S. 6 2 2 4 1 1 1 BIKE NIL 1 1 NIL NIL PATROLING AMBULANCE

19 3/11/2014 7.30PM 40.500 KM R.H.S. 3 3 1 4 1 1 1 CAR/AUTO NIL NIL 2 6 NIL PATROLING AMBULANCE

20 3/12/2014 10.30PM 49.00 KM R.H.S. 8 3 5 4 1 1 1 CAR NIL NIL 1 1 NIL PATROLING AMBULANCE

21 3/12/2014 1.50AM 69.200 KM L.H.S. 5 3 2 4 1 1 CAR/BIKE NIL NIL 3 4 NIL PATROLING AMBULANCE

22 3/13/2014 5.15AM 78.200 KM R.H.S. 8 3 2 4 1 1 TRUCK/TRUCK NIL NIL NIL 2 NIL PATROLING AMBULANCE

23 3/14/2014 4.30PM 27.100 KM R.H.S. 7 2 2 4 1 1 1 TRUCK/TRUCK NIL 1 NIL 3 NIL PATROLING AMBULANCE

24 3/16/2014 3.30AM 89.500 KM R.H.S. 3 2 3 4 1 1 TRACTOR/CAR NIL 1 1 6 NIL PATROLING AMBULANCE

25 3/16/2014 4.30PM 83.00 KM R.H.S. 2 3 2 4 1 1 BIKE/BIKE NIL NIL 2 2 NIL PATROLING AMBULANCE

26 3/17/2014 9.00AM 33.100 KM R.H.S. 5 3 2 4 1 1 1 CAR/TEMPO NIL NIL 1 8 NIL PATROLING AMBULANCE

27 3/18/2014 6.30PM 35.200 R.H.S. 1 3 1 4 1 1 1 TRUCK NIL NIL 1 1 NIL PATROLING AMBULANCE

28 3/18/2014 3.15AM 90.00 R.H.S. 5 2 3 4 1 1 TRUCK/BUS NIL 2 6 15 NIL PATROLING AMBULANCE

29 3/19/2014 7.30PM 67.500 R.H.S. 3 3 3 4 1 1 CAR/CAR NIL NIL 2 4 NIL PATROLING AMBULANCE

30 3/20/2014 3.00PM 40.100 KM R.H.S. 3 2 3 4 1 1 1 CAR/TRUCK NIL 1 1 4 NIL

31 3/22/2014 10.30PM 51.200 KM R.H.S. 2 3 4 4 1 1 1 JEEP/TEMPO NIL NIL 2 9 NIL PATROLING AMBULANCE

32 3/22/2014 7.30PM 60.00 KM R.H.S. 3 3 3 4 1 1 CAR/TRAVTOR NIL NIL 2 2 NIL PATROLING AMBULANCE




S N

o

Date

Tim

e o

f A

ccid

en

t A B C D E F G H

Veh

icle

Resp

on

sib

le

No of affected persons

No

of

an

imals

if

an

y

kil

led

Help provided by Ambulance / patrol vehicle

Rem

ark

s

Accid

en

t L

oc

ati

on

Natu

re o

f A

ccid

en

t

Cla

ssif

icati

on

of

Accid

en

t

Cau

ses

Ro

ad

Fe

atu

re

Ro

ad

co

nd

itio

n

Inte

rsecti

on

Ty

pe

an

d C

on

tro

l

Weath

er

co

nd

itio

n

Fa

tal

Gri

evo

us

Min

or

No

n-i

nju

red

33 3/24/2014 3.10AM 33.100 km R.H.S. 5 3 2 4 1 1 1 BIKE/CAR NIL NIL 3 2 NIL PATROLING AMBULANCE

34 3/25/2014 4.10AM 28.200 KM R.H.S. 8 4 1 4 1 1 1 TRUCK NIL NIL NIL 2 NIL PATROLING

35 3/26/2014 3.15AM 60.300 KM R.H.S. 2 1 3 4 1 2 1 TRUCK/CAR 2 NIL 2 2 NIL PATROLING

36 3/27/2014 2.00AM 90.00 KM R.H.S. 3 3 1 4 1 1 CAR/BIKE NIL NIL 2 2 NIL PATROLING AMBULANCE

37 3/27/2014 3.00PM 60.00 KM R.H.S. 6 3 2 4 1 1 BIKE NIL NIL 1 1 NIL PATROLING AMBULANCE

38 3/29/2014 10.15AM 85.500 KM R.H.S. 6 3 5 4 1 1 CAR NIL NIL 1 NIL NIL PATROLING AMBULANCE

Total 4 12 63




10.3 UP Section (Km 93+800 To 200+000)

S N

o

Date

Tim

e o

f A

ccid

en

t A B C D E F G H

Veh

icle

Resp

on

sib

le No of affected persons

No

of

an

imals

if

an

y k

ille

d

Help provided by Ambulance / patrol

vehicle

Accid

en

t L

oc

ati

on

Natu

re o

f A

ccid

en

t

Cla

ssif

icati

on

of

Accid

en

t

Cau

ses

Ro

ad

Fe

atu

re

Ro

ad

co

nd

itio

n

Inte

rsecti

on

Ty

pe a

nd

C

on

tro

l

Weath

er

co

nd

itio

n

Fa

tal

Gri

evo

us

Min

or

No

n-i

nju

red

1 12.03.2014 1:10 AM 189(LHS) 3 2 3 4 4 NILL 1 TAMPO NILL 1 3 NILL no P-4 and Ambulance

2 15.03.2014 10:20 AM 164.000(LHS) 2 3 3 4 4 NILL 1 Motarcycel NILL NILL 1 NILL NO Ambulance

3 16.03.2014 4:40 PM 161.000(LHS) 1 3 3 4 4 NILL 1 CAR NILL NILL 1 NILL NO Ambulance

4 16.03.2014 12:30 AM 163.00(LHS) 3 3 3 4 4 NILL 1 MAGIC NILL NILL 3 NILL NO P-4 and Ambulance

5 20.03.2014 12:40 AM 178.00(RHS) 3 2 3 4 4 NILL 1 CAR NILL 2 3 NILL NO P-4 and Ambulance

6 17.03.2014 1:00 AM 119.000(RHS) 3 3 3 4 4 NILL 1 TAMPO NILL NILL 1 NILL NO P-3 and Ambulance

7 24.03.2014 2:25 AM 165.000(LHS) 3 3 3 4 4 NILL 1 Truck NILL NILL 1 NILL NO Ambulance

8 29.03.2014 4:20 AM 160.000(RHS) 2 2 3 4 4 NILL 1 CANTERNAR NILL 2 Nill NILL No P-3 and Ambulance

9 29.03.2014 6:00 AM 167.000(RHS) 4 2 3 4 4 NILL 1 Motarcycel NILL 2 2 NILL NO Ambulance

10 26.03.2014 5:30 PM 160.00(RHS) 3 3 3 4 4 NILL 1 Truck NILL NILL 2 NILL NO P-4 and Ambulance

Total 0 7 17





CHAPTER-11 PROGRESS PHOTOGRAPH





DLC in Progress at km 64 LHS

Slab reinforcement in progress for culvert no.49/3 RHS





Return wall raft reinforcement in progress for culvert no.52/2 LHS

Return Wall in progress for culvert no.131/1 RHS





Return Wall in progress for culvert no.141/2 LHS

Pothole /Patch work in Progress at km 90





Pothole /Patch work in Faridabad





CHAPTER-12MONTHLY FEE STATEMENT

(As per submission of Concessionaire)





12.1. MONTHLY FEE STATEMENT Project Highway: Delhi-Agra Highway Location – Srinagar Toll Plaza(Month of March -2014)

Type of Vehicle

For preceding month

(February 2014)

For the month reported upon March- 2014)

No. of

vehicles

Total Fee

Collected

(Rs.)

Fee Per

vehicle (in

Rs.)

No. of vehicles

Total Fee

Collected

(Rs.)

A Car 134777 14071045 85/125 152989 15891105 B LCV 28253 4332535 135/200 29845 4580630 C Bus Truck 28436 9637780 280/420 32298 10812240

D Multi-axle Truck 42300 19110030 440/660 49095 22325890

E Oversized vehicle 28 14980 535/805 30 16050

F Total 233794 47166370

264257 53625915

Location – Mahuvan Toll Plaza (Month of March -2014)

Type of Vehicle

For preceding month

(February 2014) (For the month reported upon March - 2014)

No. of

vehicles

Total Fee

Collected

(Rs.)

Fee Per

vehicle (in

Rs.)

No. of vehicles

Total Fee

Collected

(Rs.)

A Car 118115 12749845 85/125 123150 13163670

B LCV 34542 5418120 135/200 37446 5865260

C Bus Truck 42631 13880810 280/420 46706 15165105

D Multi-axle Truck 88519 39888830

440/660 98271 44424500

E Oversized vehicle 22 11770

535/805 30 16050

F Total 283829 71949375 305603 78634585

Location – Both Toll Plaza (Month of March -2014)

Type of Vehicle

For preceding month

(February 2014) (For the month reported upon March - 2014)

No. of

vehicles

Fee collected

(in Lakh)

Fee Per

vehicle (in

Rs.)

No. of vehicles

Total Fee

Collected

(Rs.)

A Car 252892 26820890 85/125 276139 29054775

B LCV 62795 9750655 135/200 67291 10445890

C Bus Truck 71067 23518590 280/420 79004 25977345

D Multi-axle Truck 130819 58998860

440/660 147366 66750390

E Oversized vehicle 50 26750

535/805 60 32100

F Total 517623 119115745 569860 132260500





Moth wise Cumulative Vehicle Report From 16th October to 31st March 2014

Cat

ego

ry o

f V

ehic

le

Month wise Vehicle Report

Vehicle Details Oct-12 Nov-12 Dec-12 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13

CAR 146,808

275,889

283,529

252,842 300158 361231 292195 262889 274659

LCV 39,957

71,098

67,252

66,405 62754 71529 74486 68574 64721

BUS/Truck 43,844

77,721

74,194

83,123 67121 86470 88218 79765 74473

Multi-axle Truck

65,618 129,188

126,977

121,546 101855 127301 132815 133812 128357

Oversized Vehicle

42

29

35

20 41 24 48 34 40

TOTAL

296,269

553,925

551,987

523,936 531929 646555 587762 545074 542250

Cat

ego

ry o

f V

ehic

le

Month wise Vehicle Report

Vehicle Details Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14

CAR 404738 253841 206659 234161 286294 268043 244231 252892 276139

LCV 72135 55963 59215 67697 64534 68815 63743 62795 67291

BUS/Truck 83360 64807 138956 78353 77111 78517 73573 71067 79004

Multi-axle Truck 139624 113344 126051 135200 144397 149221 138033 130819 147366

Oversized Vehicle 74 58 46 40 43 33 46 50 60

TOTAL 699931 488013 530927 515451 572379 564629 519626 517623 569860

Moth wise Cumulative Toll Collection Report From 16

th October to 31

st March2014

-

50,000

100,000

150,000

200,000

250,000

300,000

350,000

400,000

450,000 CAR

LCV

BUS/Truck

Multi-axle Truck

Oversized Vehicle





Month

Srinagar Toll Plaza

Mahuvan Toll Plaza

Total

Rs. Rs. Rs. In Lack

Oct-12 613.110

Nov-12 1167.680

Dec-12 47477925 67236760 1147.147

Jan-13 45824315 62137725 1079.620

Feb-13 37964680 58215500 961.802

Mar-13 49785050 66976615 1167.617

Apr-13 46382975 68431000 1148.140

May-13 49185510 76154915 1253.404

Jun-13 49395920 72057405 1214.533

Jul-13 45179410 69717030 1148.964

Aug-13 44911760 63279750 1081.915

Sep-13 64411520 66326445 1307.380

Oct-13 50115845 72469420 1225.853

Nov-13 51976420 78567930 1305.444

Dec-13 51116670 80688115 1318.048

Jan-14 48591065 73225000 1218.161

Feb-14 47166370 71949375 1191.157

March-14 53625915 78634585 1322.605

61

3.1

10

11

67

.68

0

11

47

.14

7

10

79

.62

0

96

1.8

02

11

67

.61

7

11

48

.14

0

12

53

.40

4

12

14

.53

3

11

48

.96

4

10

81

.91

5

13

07

.38

0

12

25

.85

3

13

05

.44

4

13

18

.04

8

12

18

.16

1

11

91

.15

7

13

22

.60

5

0.000

200.000

400.000

600.000

800.000

1000.000

1200.000

1400.000

Series1





CHAPTER-13TRAFFIC DETAILS






13.As per Schedule –N (PalwalPlaza)

Shift Type of Vehicle

No of Vehicles using the Project Highway during

First Week Second Week

Third Week Fourth Week

Fifth Week

(Mar. 1 to 7) (Mar. 8 to 14) (Mar. 15 to 21) (Mar. 22 to

28) (Mar. 29 to 31)

A Fee Paying Traffic

A1 CAR 39886 49073 46089 45595 23891

A2 LCV 11344 8949 6503 8638 3821

A3 BUS/TRUCK 13841 10415 8915 10257 1926

A4 MAV 23680 12189 9471 12598 5705

A5 HCM/EME 4 5 6 8 7

TOTAL (A) 88755 80631 70984 77096 35350

B Local Users / MonthlyPass

B1 CAR 3593 6127 5212 6013 2290

B2 LCV 140 217 183 225 72

B3 BUS/TRUCK 112 226 186 217 76

B4 MAV 37 143 130 243 49

B5 HCM/EME 0 0 0 0 0

TOTAL (B) 3882 6713 5711 6698 2487

C Exempted Vehicles

C1 Auto 2398 5041 4637 5483 3423

C2 Tractor 947 2448 1980 3138 1158

C3 CAR 3099 3379 3331 3073 1472

C4 LCV 111 166 183 269 132

C5 BUS/TRUCK 162 199 184 348 97

C6 MAV 58 67 70 79 25

C7 HCM/EME 0 0 0 0 0

TOTAL (C) 6775 11300 10385 12390 6307

D Violations

D1 CAR 6397 12699 11874 12288 6021

D2 LCV 91 1030 705 791 240

D3 BUS/TRUCK 184 731 580 697 300

D4 MAV 42 2978 2162 2468 1008

D5 HCM/EME 0 0 0 0 0

TOTAL (D) 6714 17438 15321 16244 7569

E Total Traffic (A+B+C+D)

E1 Auto 2398 5041 4637 5483 3423

E2 Tractor 947 2448 1980 3138 1158

E3 CAR 52975 71278 66506 66969 33674

E4 LCV 11686 10362 7574 9923 4265

E5 BUS/TRUCK 14299 11571 9865 11519 2399

E6 MAV 23817 15377 11833 15388 6787

E7 HCM/EME 4 5 6 8 7

GRAND TOTAL 106126 116082 102401 112428 51713





TRAFFIC CENSUS (MathuraPlaza)




Third Week Fourth Week Fifth Week

(Mar. 1 to 7)

(Mar. 8 to 14)

(Mar. 15 to 21)

(Mar. 22 to 28)

(Mar. 29 to 31)


A1 CAR 39886 38401 43175 38559 17128

A2 LCV 11344 11846 8800 11727 5018

A3 BUS/TRUCK 13841 14482 11947 13803 5976

A4 MAV 23680 25351 19212 24271 10637

A5 HCM/EME 4 9 3 0 4

TOTAL (A) 88755 90089 83137 88360 38763

B Local Users (MonthlyPass)

B1 CAR 3593 4540 3595 4673 1853

B2 LCV 140 131 70 139 57

B3 BUS/TRUCK 112 196 176 208 86

B4 MAV 37 76 39 55 18

B5 HCM/EME 0 0 0 0 0

TOTAL (B) 3882 4943 3880 5075 2014

C Exempted Vehicles

C1 Auto 2398 1372 1563 363 115

C2 Tractor 947 1654 986 1642 510

C3 CAR 3099 2871 3564 3033 1293

C4 LCV 111 142 137 168 98

C5 BUS/TRUCK 162 240 160 254 71

C6 MAV 58 95 138 236 74

C7 HCM/EME 0 0 0 0 0

TOTAL (C) 6775 6374 6548 5696 2161

D Violations

D1 CAR 6397 4800 4430 4431 1811

D2 LCV 91 61 65 148 32

D3 BUS/TRUCK 184 180 171 289 70

D4 MAV 42 86 133 220 34

D5 HCM/EME 0 0 0 0 0

TOTAL (D) 6714 5127 4799 5088 1947


E1 Auto 2398 1372 1563 363 115

E2 Tractor 947 1654 986 1642 510

E3 CAR 52975 50612 54764 50696 22085

E4 LCV 11686 12180 9072 12182 5205

E5 BUS/TRUCK 14299 15098 12454 14554 6203

E6 MAV 23817 25608 19522 24782 10763

E7 HCM/EME 4 9 3 0 4

GRAND TOTAL 106126 106533 98364 104219 44885





TRAFFIC CENSUS (Palwal& Mathura Plaza)




Third Week Fourth Week Fifth Week

(Mar. 1 to 7)

(Mar. 8 to 14)

(Mar. 15 to 21)

(Mar. 22 to 28)

(Mar. 29 to 31)


A1 CAR 79772 87474 89264 84154 41019

A2 LCV 22688 20795 15303 20365 8839

A3 BUS/TRUCK 27682 24897 20862 24060 7902

A4 MAV 47360 37540 28683 36869 16342

A5 HCM/EME 8 14 9 8 11

TOTAL (A) 177510 170720 154121 165456 74113

B Local Users (MonthlyPass)

B1 CAR 7186 10667 8807 10686 4143

B2 LCV 280 348 253 364 129

B3 BUS/TRUCK 224 422 362 425 162

B4 MAV 74 219 169 298 67

B5 HCM/EME 0 0 0 0 0

TOTAL (B) 7764 11656 9591 11773 4501

C Exempted Vehicles

C1 Auto 4796 6413 6200 5846 3538

C2 Tractor 1894 4102 2966 4780 1668

C3 CAR 6198 6250 6895 6106 2765

C4 LCV 222 308 320 437 230

C5 BUS/TRUCK 324 439 344 602 168

C6 MAV 116 162 208 315 99

C7 HCM/EME 0 0 0 0 0

TOTAL (C) 13550 17674 16933 18086 8468

D Violations

D1 CAR 12794 17499 16304 16719 7832

D2 LCV 182 1091 770 939 272

D3 BUS/TRUCK 368 911 751 986 370

D4 MAV 84 3064 2295 2688 1042

D5 HCM/EME 0 0 0 0 0

TOTAL (D) 13428 22565 20120 21332 9516


E1 Auto 4796 6413 6200 5846 3538

E2 Tractor 1894 4102 2966 4780 1668

E3 CAR 105950 121890 121270 117665 55759

E4 LCV 23372 22542 16646 22105 9470

E5 BUS/TRUCK 28598 26669 22319 26073 8602

E6 MAV 47634 40985 31355 40170 17550

E7 HCM/EME 8 14 9 8 11

GRAND TOTAL 212252 222615 200765 216647 96598





CHAPTER-14WEATHER REPORT






14.1 WEATHER REPORT(Haryana Section) March 2014)





14.2 WEATHER REPORT ( UP Section ) March- 2014)





CHAPTER-15VISIT OF DIGNITARIES





15.1 In the month of March- 2014

In the month of March 2014 No Dignitaries visited the project Highway





CHAPTER-16INCIDENT MANAGEMENT

(Check List of Patrol Vehicle and Ambulances)





The Hon’ble Minister, MORT&H has desired to verify the Vehicle tracking systems installed on Incident Management vehicles viz. Ambulance, Route Patrol vehicle and Crane deployed by BOT Concessionaires& O&M Contractors. The Details of VTS for Route Patrol Vehicle, Ambulance & Cranes were requested vide NHAI HQ Letter No 39214 dated 15.05.2013.

Concessionaire has submitted the detail of VTS dated 26th

June

2013 and it can be traced on website

www.autocoptrackpro.com

User Name: - NHAI

Password: - Nhai7890

Route Patrol Vehicles & other Incident Management Vehicles are

not performing the duties as per the norms. – Live tracking facility

of incident management vehicles is not available on web site.

Moreover, the ambulances have not been provided with all

necessary medicines &equipments and are not having

trained/qualified staff.

Vehicle tracking System not working

http://www.autocoptrackpro.com/





CHAPTER-17 Minutes of Meetings / Inspection Note





CHAPTER-18 ROAD SAFETY





18. Safety Requirements (As per CA-Schedule –L) 18.1 Introduction: -Road accidents are a matter of great personal tragedy, tremendous social and

economic costs in terms of valuable lives lost, medical treatment, insurance and damage to

public and private property. Although, acknowledgement of the problem has existed for

some time, the attempts to improve road safety have been half hearted and not focused on

the root of the problem.

18.2 Safety Requirements aim at reduction in injuries, loss of life and damage to property

resulting from accidents on the project Highway, irrespective of the person(s) at fault

18.3 Responsibilities of Project Directors/Independent Consultants

To regularly review the relevance and adequacy of Traffic Management and Safety Plane(s)

and Emergence Response plane(s) submitted by the concessionaire in line with the

traders/risks associated with the proposed construction activity and with regard to the

specific site condition where the activity has been proposed.

To ensure that the permission including approval of Request for Inspection (RFI), to

commence an activity/ operation is given only after the Independent consultant is satisfied,

after site verification with the compliance of safety requirements (implemented by the

concessionaire).

Conduct regular site inspections (includes daily, weekly and monthly site inspections/ visits

including some during night) to verify whether the safety measures provided, at the time of

work Initiation, are being maintained property by the Contractor. All major observation of

such visits shall be recorded in the Site Instruction Book.

Issue written warnings / memos, as required (based on site inspections) to inform the

concessionaire about any deficiencies/lapses that need to be rectified within a specified time

limit the IE will also intimate the action that will be taken if the non-compliance persists . A

maximum of three warnings will be issued for any non-compliance that is not life threatening

after which the IE will take appropriate action in line with the contractual provisions. In cases

where non-compliance on part of the Contracture is creating life threatening situation, the IE

shall immediate remedial measures by the Concessionaire.

18.4 It has also been decided that IEs& PDs would give ratings of the Concessionaire as per the

sample criteria enclosed and furnish a safety report on monthly basis to GM (Safety), NHAI,

New Delhi so as to reach NHAI HQ by 5th of the following month (the report should be

prepared after the end of the month end not by 25th or 26th of the month). In case of

unsatisfactory ratings or persistent defaults of the concessionaire, IEs and PDs should

propose appropriate actions on the contractors as per provisions of the contract agreements.

The monthly safety report should cover the following aspects:-

18.5 Details of site visits undertaken by PD to examine worksite safety measures, report of such

visits sent to the Consultant, items/minutes on items in Monthly Review Meeting on worksite

safety.





18.6 Independent Consultants should conform that

The responsibilities of various members of his team were specified on worksite safety.

Traffic management Plan/ Safety Plan/ Emergency response plan of all sites where work is

taken up during the month were reviewed.

Approved RFIs to commence work at all sites during the month only after verifying/

satisfying with safety measures provided by the contractor.

Proper maintenance of safety measures by the contractor was examined and recorded in

“site Instruction book.”

List of letters written to the contractor on deficiency/ lapses on worksite safety and list of

replies of the contractor on each letter of the consultant (only list is to be given, not the

copies of the letters).

18.7 In connection with the life threatening situations mentioned in above paras, the

following examples are given:

Excavations deeper than 1.2metere without proper barricading, warning and night time

safety measures.

Lack of provision of signage and barricading and/or delineation at temporary ‘diversions’.

Non-availability of minimum 5.5 meter width of all weather road surfaces for two way

movement of traffic along with the required passing places as per the length of the work

front.

Formwork of superstructure not provided as per approved design of the temporary

structure.

Lack of safety measures at structure constriction sites. This includes:

(a) Traffic operation near half done structures with protruding steel bars/reinforcement

without safety measures.

(b) Diversion of traffic through the spans of the partly completed structures without

proper safety arrangements.

Working at heights without proper safety measures (such as safe ladder and working

platform) and without use of personal protective Equipment (such as safety belts/harness,

etc. As applicable).

Working around electrical lines without safety precautions.

Improper transportation, storage and use of inflammable materials such as lubricants,

diesel, gas cylinders and other such chemicals/materials.

Note

The specific provisions in the contract shall prevail over the above examples.

The above list intend to provide examples of typical situation operations could lead to life

threatening situation, However, each site may offer specific challenges (could be due to

topography, density of human population, nature of human activities in the surrounding

area, nature and extent of construction activity etc.), which need to be kept in mind when

the IE/PIU assesses the risks and hazards to human life.





The Engineer/Independent Consultant must be proactive and allow opening of work

fronts/operations only after satisfactory safety measures are in place.

The provision of safety devices and measures (both in terms of number and quality) must

to be required specifications that including IRCs SP: 55 (2001).

Visibility of safety signage and other devices needs to be ensured at all work fronts both

during the day and in the night.

18.8 Work Site Safety Management

Individual Component/Aspect Marking Scale

Traffic Management

Mark/s Sub-component

2/3 Preparation (adequacy) and submission of traffic management/control plan

(addressing specific site requirements)

1/3 Execution of traffic Management/control arrangements vis-a-vis the approved plan

Traffic Safety Measures in Work Zones

Includes signage (including advance warning signage).

Portable and permanent barricading devices, delineators, cones, flagmen and sandbags.

Marks/s Sub-component

0/1 Provision of traffic safety measures in the highway work zones (as defined in IRC SP: 55

0/1 Provision of traffic safety measures at diversions

1/1 Provision of safety measures at structure construction site (Fly-over, ROB, Bridge,

Underpass and Culvert constriction sites)

0/1 Safety provisions near/at deep excavations

1/1 Night-time safety measures

0/1 Regular maintenance/cleaning of barricading, signage and other safety devices

Dust Control


1/1 Availability of sufficient number of water tankers for sprinkling water

0/1 Dust control in/along works on the highway

1/1 Availability and use of sprinkling system/s at Crusher Sites

1/1 Dust control in plant site (stack yard, circulation area)


1/1 Dust control on haul roads

0/1 Regular cleaning of the road surface ( lanes/s where is traffic movement)

Road Maintenance


1/2 Maintenance of main carriageway

1/2 Maintenance of shoulders

1/2 Maintenance

Transportation and Storage of Materials






1/1 Cover on materials during transportation

1/1 Proper stacking of fine material such as stone dust, sand, cement etc.

1/1 Proper storage of hazardous and toxic materials.

1/1 Proper storage of inflammable materials, chemicals & explosives (at crushers).

0/1 Safety measures during loading and unloading operations.

1/1 Over-all housekeeping in the camp and plant sites

Fire Safety Practices

Including identification and demarcation of ‘no smoking zones’ and provision of appropriate

firefighting equipment.


0/1 Fire safety practices in the camp office and staff/workers accommodation area

1/1 Fire safety practices at plant sites (Hot Mix Plant, Batching Plant, Crusher, WMM plant)

1/1 Fire safety practices at diesel pump

1/1

Fire safety practices in the workshop and storage areas of lubricants, chemicals and

other in flammable materials

1/1

Fire safety training to workers and staff (such as awareness about different types of fire

extinguishers and their use)

1/1 System for regular inspections/checks of fire safety equipment

Electrical Safety Practices

Includes provision of appropriate installation/devices; protection from exposure to water; use of

proper cables/wires and provision of proper insulation, earthling, circuit breakers.


1/1 Electrical safety practices at camp office and staff accommodation area.

1/1 Electrical safety practices at plant sites (Hot Mix Plant, Batching Plant, Crusher, WMM

plant).

0/1 Electrical safety practices at structure construction sites (Fly-over, ROB, Bridge,

Underpass and Culvert construction sites).

0/1 Electrical safety practices in the workers living area/labour camps.

1/1 Electrical safety practices in the workshop/s and storage areas (of lubricants. Diesel and

other in flammable materials).

0/1 System for regular inspections/checks of electrical equipment/installation.

Mechanical safety Practices (includes plants, Heavy Machinery/Equipment, Vehicles)


2/2 Mechanical safety provisions at plant sites (Hot Mix Plant, Batching Plant, Crusher, WMM

plant).

0/1 Use of vehicles/equipment with tall boards (in tippers), reflective triangles, backlights (in

working order) and safety road (at the back of the vehicle).

1/1 Use of vehicles/equipment with reveres horns.

1/1 Safety practices – cranes/lifting machines/hoists.





0/1 System for regular inspections/checks for vehicles/equipment/machinery.

Worker’s Safety


0/1 Identification of activity based PPE requirement (it is important to understand the type

of PPE requirement for different activities which depends upon the particular risk

associated with it )

1/1 Identification and demarcation of ‘hard hat areas’(also called helmet zone)

1/1 Provision and enforcement of PPE during various road works including surveys, marking

on the road and various activities in the main carriageway and service road)

1/1 Provision and enforcement of PPE at plant site Hot mix plant, WMM plant,

Batching plant, Crusher)

1/1 Provision and enforcement of PPE at structure construction sites Fly- over, ROB, Bridge,

Underpass and Culvert constriction sites)

1/1 Provision of Training or Awareness Generation among workers and other staff about the

need and correct use of PPE

First Aid & Emergency Response Arrangements.


1/1 Provision of proper first-aid box in the camp/s, plants and structure constriction sites.

1/1 Availability of doctor/paramedical staff.

1/1 Medical check – up for workers.

1/1 Preparation of an Emergency Response Plan.

1/1 Implementation of the Emergency Response plan ( includes assembly points, warning

devices like hooters/alarms, display of emergency numbers at various location,

emergency response equipment, basic training for response during emergency situations

and provision of a dedicated vehicle/ambulance)

0/1 Maintenance of accident records in the required format.





Chapter-19- LOGISTIC PLAN





CHAPTER-20

LABORATORY EQUIPMENT

BORROW AREA DETAILS

& QUALITY CONTROL REPORT






LAB EQUIPMENT LIST

20.1 SOIL TESTING EQUPMENT

Details HAR UP TOTAL

SL NO.

ITEM DESCRIPTION KM 82

KM 107

2 Labs

1 LIQUID LIMIT DEVICE , HO WITH CASAGRANDE GROOVING TOOL 1 1 2

2 SOIL CONE PENETROMETER(LIQUID LIMIT DEVICE) 1 1 2

3 MOULD , 100MM DIA *127.3 MM HEIGHT 1000 ML VOLUME , COMPLETE WITH COLLAR & BASE PLATE,

3 3 6

4 MADE OF GUN METAL & RAMMER 2.6 K G * 310 MM FALL 3 2 5

5

COMPACTION MOULD 150 MM ID, 127.3 MM HEIGHT 2250 ML VOLUME, COMPLETE WITH COLLAR &BASE PLATE,

2 2 4

MADE OF GUN METAL & RAMMER 4.9 KG * 450 MM FALL 2 1 3

6 SAND POURING CYLINDER APPARTUS , 200 MM, IS 2720 (PART XXVII) 4 4 8

7 LABORATORY CALIFORNIA BEARING RATIO TEST APPARTUS , MOTORIZED (3 SPEED)

1 1 2

8 DIAL GAUGE SIZE 01X 25 MM TRAVEL 5 2 7

9 HOT PLATE , 200 MM DIA , 2000 WATTS 4 4 8

10 CORE CUTTER COMPLETE WITH DOLLY&RAMMER IS;2720 (PART__XXIV) 1975 (REAFFIMED IN 1988)

1 1 2

11 SPECIFIC GRAVITY BOTTLE, CAP : 50 ML 2 0 2

12 SPECIFIC GRAVITY BOTTLE, CAP : 25 ML 2 0 2

13 SODIUM HEXAMETAPHOSPHATE( PACK OF 500 GM) 5 5 10

14 NUCLEAR DENSITY GAUGE 3 2 5

15 FILTER PAPER , 150 MM DIA ( PACK OF 100) 10 10 20

16 MOULD - GUN METAL , 150 MM ID*175 MM H COMPLETE WITH PERFORATED BASE PLATE AND ENTENSION COLLARR

75 75 150

17 100 MM DIA SAND POURING CYLINDER WITH CUTTING TRAY 2 0 2

18 GLASS HYDROMETER RANGE - .995 -1.030 1 1 2

19 GLASS HYDROMETER RANGE - .9 -1.0 1 1 2

20 GLASS HYDROMETER RANGE - 1.0-1.5 1 1 2





24 SAMPLING TINS WITH LIDS 75MM. DIA. X 50MM. HT. 25 0 25

25 SAMPLING TINS WITH LIDS 100MM. DIA. X 50MM. HT. 20 0 20

26 SAMPLING TINS WITH LIDS 50MM. DIA. X 25MM HT. 100 0 100

27 METAL TRIPOD FOR DIAL GAUGE.. 3 5 8

28 CIRCULAR METAL SPACER DISC, 148MM. DIAL. X 47.7MM. HIGH WITH DETACHABLE HANDLE.

3 3 6

29 PERFORATED PLATE, 148MM. DIAL. WITH ADJUSTABLE STEM AND LOCK NUT.

25 18 43

30 SPEEDY OR RAPID MOISTURE METER, 0-25% ON WET WEIGHT BASIS AS PER IS:2720 (PART-II)

4 4 8

31 INFRA-RED MOISTURE BALANCE WITH QUARTZ HALOGEN HEATING SYSTEM, WITH AN ACCURACY OF 0.2%. SALE: 0-100%, ACCURACY: 0.2% (DIRECT READING) CAP.: 5GM

1 0 1





20.2 AGGREGATE TESTING EQUPMENT

HAR UP TOTAL

SL NO. ITEM DESCRIPTION KM 82 KM 107 2 Labs

1 THICKNESS (FLAKINESS) GAUGE, ISI MARK, IS:2386 (PART I). 1 1 2

2 LENGTH (ELONGATION) GAUGE, ISI MARK. IS:2386 (PART I). 1 1 2

3 FLAKINESS & ELONGATION GUAGE AS PER ASTM-D 4791-99 1 1

4 AGGREGATE IMPACT VALUE APPARATUS IS: 2386 (IV) WITH AUTOMATIC BLOW COUNTER

1 1 2

5 AGGREGATE CRUSHING VALUE APPARATUS 1 1

6 RIFFLE SAMPLE DIVIDER, 25MM SLOT WIDTH, 16 SLOTS AND APPROX. 4.4DM3 CAPACITY

1 2 3

7 PYCKNOMETER BOTTLE FOR SPECIFIC GRAVITY 3 5 8

8

SPECIFIC GRAVITY BALANCE / BUOYANCY BALANCE COMPLETE WITH DIGITAL TOP PAN BALANCE OF CAP.: 30KG X 1GM. WITH BOTTOM HOOK FOR HANGING ARRANGEMENT FOR MEASURING SPECIFIC GRAVITY OF CUBE MOULD & MARSHALL MOULDS COMPLETE WITH HEAVY DUTY STAND WITH ARRANGEMENT FOR LIFTING WATER TANK. COMPLETE WITH WATER TANK, HANGER & WIRE BAKSET OF 4.75MM

1 1 2

9 SAND ABSORPTION CONE & TAMPER 2 2

10 LOS ANGLES ABRASION TESTING MACHINE, IS:2386 (PART IV), ASTM C 131, A ASH T96.

1 1 2

11 RIFFLE SAMPLE DIVIDER, 42.5MMWITH 8 SLOTS WITH TWO PANS AND SCOOP

2 1 3





20.3 AGGREGATE TESTING EQUPMENT

CONCRETE TESTING EQUIPMENT HAR UP TOTAL

SL .NO ITEM DESCRIPTION KM 82 KM 107 2 Labs

1 DIGITAL COMPRESSION TESTING MACHINE 2000 KN CAPACITY 1 0 1

2 MOULD CAST IRON FOR 150 MM .CUBE ISI MARK , IS :10086 100 100 200

3 SLUMP TEST APPARTUS COMPLETE WITH TAMPING ROD , IS : 7320

5 5 10

4 POCKET CONCRETE PENETROMETER 2 0 2

5 AIR ENTRAINMENT METER COMPLETE WITH .005/M3 CAPACITY FOR MAXIMUM SIZE AGGREGATE 38 MM(IS 1199)

1 0 1

6 BEAM MOULD 150MM *150MM*750MM 100 0 100

7 CAPPING COMPOUND , PACK OF 5 KG FOR CAPPING THE ENDS OF THE CONCRETE TEST CYLINDER

5 0 5

8 HOT AIR OVEN 100CmX80CmX70 Cm 1 0 1

9 MEASURING CYLINDER PVC 250 ML 3 0 3

10 MEASURING CYLINDER PVC500ML 3 0 3

11 MEASURING CYLINDER PVC 1000 ML 3 0 3

12 ELECTRONIC BALANCE 50 KG CAPTY ACCURATE 5 GM 0 1 1


14 ELECTRONIC BALANCE 600 G CAPTY ACCURATE 0.01 GM 0 1 1


16 ELECTRONIC BALANCE 15 KG CAPTY ACCURATE .1 GM 1 0 1

17 BULK DENSITY CONTAINER 3 LITERS CAPTY 2 0 2



20 MASON TROVEL SIZE 6"' 15 5 20

21 MASON GURMALA 4'*8' 15 7 22

22 WEATHER TESTING KIT (ANEMOMETER+HYGROMETER) 3 2 5 Sets

CEMENT TESTING EQUIPMENT SL .NO ITEM DESCRIPTION

1 VICAT APPARATUS WITH DASHPOT , ISI MARK , IS 5513 1 0 1

2 VIBRATION MACHINE (ALSO CALLED MOULD VIBRATOR OF MORTAR CUBE) COMPLETE WITH C R I CERTIFICATE ,TIME SWITCH , IS 4031-1968

1 0 1

3 MOULD , STEEL FOR 70.6 MM CUBE WITH ISI CERTIFICATION MARK , IS 10080

29 12 41

4 CEMENT SPATULA 2 0 2

5 DENSITY FLASK (LE-CHALELIER FLASK) 3 0 3

6 BABY CONCRETE MIXER MACHINE 0.05 CUM CAPTY 1 0 1

7 ANEMOMETER 5 0 5





20.4 Borrow Area Details:-

SNo Borrow area No.

Chainage Side Lead From NH-2

Village Approve

d for

Quantity Remark

1 1001 67+650 RHS 1.5 km Fulwadi SG &Emb 18000 HR section

2 1002 48+120 RHS 7.0 km Emb 8000 HR section

3 1003 69+020 RHS 1.5 km

Bamnikheda

Emb 9000 HR section

4 1004 64+800 RHS 1.5 km Behrola Emb 9000 HR section

5 1005 47+480 RHS 11.0 km Ghangola Emb 9000 HR section

6 1006 64+900 LHS 2.0 km Atoha SG &Emb 12000 HR section

7 1007 83+800 LHS 2.5 km Decora SG &Emb 9000 HR section

8 1008 83+500 LHS 5 km Jalalpur SG &Emb 18000 HR section

9 1009 79+180 LHS 2.5 km Marauli Emb 21700 HR section

10 1010 79+180 LHS 4.5 km Marauli SG &Emb 22600 HR section

11 1011 64+800 RHS 1.5 km Behrola Emb 7975 HR section

12 1012 82+700 RHS 3.5 km Banchari Emb 14850 HR section

13 1013 71+540 RHS 1.5 km

Aurangabad

Emb 14305 HR section

14 1015 47+500 RHS 6 km Chaprola SG 5920 HR section

15 1016 83+680 LHS 2 km Banchari SG 5350 HR section

16 2007 95+350 LHS 10 km Ajitpur Emb 11230 UP Section

17 2008 123+170 LHS 5 km

Tarolijanuve

Emb 6000 UP Section

18 2009 108+200 LHS 2.5 km

TheenbisaNagariya

Emb& SG 11250 UP Section

19 2010 156+000 LHS 2.5 km

Ajanpura, Baburi

Emb 16500 UP Section

20 2011 88+000 LHS 3 km

Veera Patti, Hodal

SG 7200 UP Section

21 2012 105+780 RHS 1 km Ajeejpur Emb 14550 UP Section





CHAPTER-21CHANGE OF SCOPE





21. Change of Scope

21.1 Land Acquisition in Agra City from Km 192+300 To Km 200+000

It has been decided not to acquire the land in Agra city from km 192+300 to 200+000

vide Letter No NHAI/CMU/MTR/6-lanning/2011/D-26044 dated 18.08.2011

Land acquisition in Agra city the competent authority has decided to annul 3A

notification published towards acquisition of land in the city of Agra between the stretch

Km 192+300 to Km 200+000.

21.2Elevated Highway at Sikandara190+660 to 192+100 4 Lane Viaduct

Widening of project highway in place of construction of elevated corridor at Sikandara.

The effect of reduction in the scope of project will be assessed as per Clause 16.6 of the

concession agreement vide NHAI letter no. NHAI/NHDP-V/MC-

II/Concessionaire/04/39678 dated 24.05.2013. (From NHAI/ letter no.32528,

dated06.06.2013).

21.3The Proposal is approved on 1/2/2013 by NATIONAL WILD LIFE BOARD

(NBWL) of MoEFhas approved the proposal as per letter no. NHAI/CMU/MTR/6-

Laning/2013/D-32323 dated 15.05.2013

The Member Secretary informed the Committee that the proposal was for widening and

improvement of 6-laning of Delhi-Agra section of NH-2 from Km. 20.500 to Km.

199.000 by M/s NHAI and that as per the proposal, the portion of NH-2 from Delhi to

Agra is already having 4-lane divided carriageway configuration and that the corridor has

been identified as one of the faster growing economic corridor and therefore, from the

safety point of view and growing traffic requirements, a smooth uninterrupted flow of

traffic through this corridor was left necessary. Accordingly capacity augmentation of the

existing 4-lane divided highway to 6-lane divided highway under DBFO scheme has been

proposed. He also added that as per the project proposal the project road (i.e. NH-2) is an

existing highway with Right of Way (ROW) of 40 to 60 m and the widening is proposed

only within this ROW of 60 m. Therefore, additional 3-4 m of wide side strips will be

required on both sides all along the road.





After discussions, the Committee recommended the proposal subject to the following

conditions as stipulated by the Chief Wildlife Warden, Uttar Pradesh:

i. Construction debris will be disposed off outside the sanctuary area at a safe

distance.

ii. There should be safeguard measures against noise pollution.

iii. Melning, storage and mixing of caoltar should be at a safe distance from the

sanctuary.

iv. Requirement of firewood for labourers shall be met by purchasing it from Forest

Corporation and no firewood shall be collected from the nearby forest area.

v. No work shall be allowed between sunsets to sunrise, near the sanctuary area.

vi. Restriction of speed on vehicles will be put with speed breakers with florescent

paints near the sanctuary.

vii. A7 (seven) ft. high wall should be constructed by thr NHAI along NH-2

between Km. 179 to Km. 183on the side of sanctuary area to prevent accident

related death of the wild animal and as a noise barrier.

21.4 Hon’ble Punjab & Haryana High Court, Chandigarh under Chairmanship of

Hon’ble Justice S.K. Mittal, Judge Punjab & Haryana High Court and Executive

Chairman, Haryana State Legal Services Authority demanded an additional VUP

thru Minutes of Meeting vide letter Ref No :- NHAI/CMU/MTR/Six-Laning

/2013/D-32928 dated 26.07.2013 at Km 63+590 in front of Judicial Complex.





CHAPTER-22

Non Compliance/Conformance Report (NCR)





22.0 NCR Details

Sr.

No Department Description

NCR issued

Date

Compliance/Remar

ks

1 Structure

Culvert No

Km 67/1 LHS,

Km 67/2 LHS,

Km 67/3 LHS,

Km 67/3 RHS,

Km 87/1 LHS,

Km 88/1 LHS,

Km 88/2 LHS,

Km 88/3 LHS,

Km 88/1 RHS,

Km 88/2 RHS,

Km88/3 RHS

Vide Letter No -

URS-RODIC/FBD/DATR/13/318 URS-RODIC/FBD/DATR/13/329 URS-RODIC/FBD/DATR/13/345

All the joints should be made leakage

proof even at the raft & wall

level/location also.

Hence thermocol material is not

acceptable in any case

05.08.2013

URS-RODIC/FBD/DATR/13/

412

NCR not close till

date

2 KM 66+540 to KM 66+740 RHS

URS-RODIC/FBD/DATR/13/528 Earthen shoulder excavation has not been done in full width up to paved shoulder edge.

15.10.2013 NCR Closed vide Letter No URS-RODIC/FBD/DATR/13/569 Date: 02.11.2013 With Approved RFI dated 23.10.2013 RFI NO:- 2013 RD-DAI-001802.

3 80+700 to 81+000 LHS The top of GSB Layer is to be at maintainted at least 450 mm (300 PQC +150 mm DLC) while at site it is constructed 400 mm below of the FRL.

17.12.2013 NCR not close till

date

4 80+440 to 80+700 LHS From km. 80+440 to km. 80+700 of 100 mm thick in the widening portion instead of 150 mm thick in the existing rigid pavement. This is contrary to the provision of clause 4.4.3 (iv) of schedule-D of Concession Agreement.


date

5 78+600 to 79+100 (LHS)

79+260 to 79+400 (LHS)

79+400 to 79+550 (LHS)

63+780 to 64+100 (LHS)

DLC of 100 mm thick has been laid in mentioned stretches, where widening of MCW is to be carried out with rigid pavement.The existing thickness of DLC in the existing pavement is 150 mm. As per clause 4.4.3 (IV) of schedule-D of Concession Agreement, the same thickness of DLC in widening portion is to be maintained as existing in Main Carriageway.


date





CHAPTER-23

Grievances/VIP References





S. No

Letter No. Subject Send to DATR Reply

Received Reply NHAI

1

NHAI/CMU/MTR/6- laning/2013/D-32039, 28.03.2013

Grievance of shri R.K. Sharma,received by e-mail and enclosure letter of shriP.K.Mohapatra, General Manager (P&IS),NHAI HQ New Delhi.

DATR-139 29.03.2013

DATR-488 30.05.2013

NHAI-179 1.06.2013

2

NHAI/CMU/MTR/Public Grievance/2013/D-32190 25.04.2013

Public Grievance-from Shri Abhishek

DATR-180 30.04.2013 DATR-199 08.05.2013

IOM-62 04.05.2013

Mathura

NHAI-135 08.05.2013 NHAI-153

22.05.2013

3


Unauthorized Encroachment at Mathura , Public Grievance-from Rambabu

DATR-208 13.05.2013 DATR-446 11.09.2013

DATR-446 11.09.2013

CC TO Project

Director, CMU-

Mathura

4


Unauthorized Encroachment at Mathura , Public Grievance-from Rambabu

DATR-208 13.05.2013 DATR-446 11.09.2013

DATR-446 11.09.2013

CC TO Project

Director, CMU-

Mathura

5 NHAI/CMU/MTR/6- laning/2013/D-32426, 27.05.2013

Complaint reg. Toll collection DATR-246 29.05.2013

DATR-497 04.06.2013

NHAI-192 08.06.2013



DATR-636 04.07.2013

NHAI-229 08.07.2013

7 NHAI/CMU/MTR/Compl/2013/D-32732, 01.07.2013


DATR-643 05.07.2013

NHAI-230 08.07.2013


Ms. Aasra 34, DATR-315 05.07.2013

NHAI-221

04.07.2013

9

NHAI/CMU/MTR/Compl/2013/D-32768, 05.07.2013

Aasra 921, Sector 55, Fridabad.

DATR-322 08.07.2013 DATR-336 19.07.2013

DATR-708 23.07.2013

NHAI-258 25.07.2013

10


Complaint against officials of NHAI regarding Retlet at km. 43.75 (LHS), village Sikri, Tehsil Ballabgarh, District Faridabad (Haryana)-Reg.

NHAI-272 05.08.2013 NHAI-286

13.08.2013

11 NHAI/CMU/MTR/Compl./2013/D-33039, 07.08.2013

HR51 AP 7248 Tata nanogarika record.

DATR-379 12.08.2013

DATR-821 14.08.2013

NHAI-292 17.08.2013


Reg.Toll Plaza & Road Maintinance DATR-381 13.08.2013

DATR-843 20.08.2013

NHAI-301 26.08.2013

13


NH-2 delhi-Agra village jant Mathura road bypass.

DATR-399 21.08.2013 DATR-447 11.09.2013





14 NHAI/CMU/MTR/VIP Ref./2013/D-33173,

29.08.2013

VIP reference from shAvtarsinghBhadana, MP (LS) regarding construction of flover on NH-02 at Bamnikheda, District Palwal on NH-2 to save Villagers from demolition of their houses.

DATR-476 31.08.2013 DATR-416

DATR-1207 14.11.2013

CC TO Project

Director, CMU-

Mathura

15 NHAI/CMU/MTR/Compl./2013/D-33182, 30.08.2013

Complaint regarding maintenance of toll plaza and road of NH-2.

NHAI-330

23.09.2013


Maintenance of City portion of Agra including service road.

DATR-432 06.09.2013

17 NHAI/CMU/MTR/six-laning/2013/D-33334, 19.09.2013

Complaint regarding maintenance of toll plaza and road of NH-2.

NHAI-330

23.09.2013


M/S Aasra letter dated 09.07.2013 NHAI-331

23.09.2013


M/S Aasra letter dated 08.07.2013 DATR-484 21.09.2013

NHAI-343

28.09.2013


Local Public Toll free Vehicles pass & free.

DATR-510 04.10.2013

DATR-1092 15.10.2013

NHAI-364 17.10.2013

21 NHAI/CMU/MTR/Comol./2013/D-33470, 08.10.2013

Complaint of Shri Rajender Prasad recived from MoRT& H dated 28.08.2013.

DATR-517 10.10.2013


NH-2 goverdhanchowraha Mathura DATR-539 21.10.2013

23 NHAI/CMU/MTR/Public Grievance//2013/D-33565, 23.10.2013

Grievance raised by shriBrijKhandelwal, concerned Citizens of Agra and others.

DATR-546 25.10.2013

24 NHAI/CMU/MTR/six-laning/2013/D-33601 V as Bot (Toll) NH-2

NHAI-393

05.11.2013

25 NHAI/CMU/MTR/six-laning/2013/D-33612

High Court Contempt Matter. DATR-568 02.11.2013


V as Bot (Toll) bhagwanTakij Agra reg.

DATR-572 05.11.2013

27

NHAI/CMU/MTR/six-laning/2013/D-33631

Order Dated 13.09.2013 of the Honble High Court in CWP No. 25777 of 2012 Arrive safe society of chandigarh Vs. National Highway Athority of India & Others.

DATR-1166 02.11.2013

28 NHAI/CMU/MTR/Road Safety/RITES/2013/D-33741

Phase V-as BOT (Toll).

NHAI-415 23.11.2013

29 NHAI/CMU/MTR/six-

laning/2013/D-33840 COCP 143/2010 VikramSarda V/s State of Punjab, Haryana & UT.

DATR-621 06.12.2013 DATR-661 23.12.2013

30 NHAI/CMU/MTR/six-

laning/2013/D-33937 COCP 143/2010 VikaramSarda V/s State of Punjab, Haryana & UT.

DATR-661 23.12.2013






Superintendent of Pulice (Traffic), Agra letter no SPT-22/2013 dated 06.12.2013.

DATR-660 23.12.2013

32 NHAI/CMU/MTR/Public Grievance/2013/D-33994

Damage of NH-2 infront of Mahindra Coaching Khandari in Agra -reg.

DATR-672 31.12.2013


Complain of Sh. Vishal Madyaan. DATR-674 31.12.2013


Reg. Public Grievances of sh. Rajender Prasad.

DATR-051 21.01.2014

NHAI-055

18.02.2014


Reg. Complaint of Toll Plaza at Mathura (Near Farah) on NH-2.

DATR-088 01.02.2014

NHAI-054 17.02.2014


Reg. Public Grievances of sh. Aditya Raghunath, Greater Noida.

NHAI-031

01.02.2014

37

NHAI/CMU/MTR/Public Grievance/2014/D-34269

Reg. Toll Tax & Road Quality of NH-2 (between Delhi and Agra).

DATR-132 14.02.2014

38


Public Grievances of Sh. Rajat Singhal -reg. Toll Tax & Road Quality of NH-2.

DATR-141 18.02.2014

NHAI-074 27.02.2014

39


reg. Blockage of Serwer Line near Highway City Colony Society, Aurangabad (Mathura) due to eidening of NH-2.

DATR-197 15.03.2014

40


Public Grievances from Mr. Arun Singh ([email protected])

DATR-218 22.03.2014

41


Construction of an underpass on NH-2 at Mathura- reg.

DATR-232 27.03.2014

42


Complaint about NH-2 received (ID:881623)-reg.

DATR-231 27.03.2014

43 NHAI/CMU/MTR/Six laning/2014/D-34555

Maintenance of Project Highway.

DATR-247 01.04.2014

DATR-518 04.04.2014





CHAPTER-24

Pending Issues





Pending Issues:-

Sr.No. Reference Remarks

1

URS-RODIC/FBD/NHAI/

13/360 Date: 10.10.2013

Review of Plan & Profile and Typical

Cross

Lot of correspondence has exchanged between Independent Engineer and Concessionaire in regard to

submission and review of Plan & Profile and Typical Cross Sections. Somehow or the other, the submission made by Concessionaire do not qualify for review by

Independent Engineer in the interest of safety and serviceability of the proposed six lane project and also

does not conform to the various provisions of Concession Agreement . In view of the circumstances explained in letter, we request the Project Director to look into the matter and intervene to resolve this

controversy.

2

URS-RODIC/FBD/NHAI/

13/359 Date: 10.10.2013

Maintenance of the

Project Highway

We are of the view that the Authority may direct the Concessionaire to maintain the road as per article-17 along with schedule-K of the Concession Agreement except the requirement of roughness parameter. It should made clear to the Concessionaire that in the event the project highway is not maintained as per

maintenance standards given in schedule-K than the Authority may invoke the clauses 17.8, 17.9 and 17.10

of the Concession Agreement.