Monthly Progress Report - Online PIU Information …nhai.org.in/spw/ConcessionaireDetails/MPR Report June...Monthly Progress Report Submittedto: FrischmannPrabhu (India)Pvt. Ltd. For

Monthly Progress Report

Submittedto:

FrischmannPrabhu (India)Pvt. Ltd.

For

Four Laningof Nagpur–Saoner– Betul,Sectionof NH-69from Km.3.000to Km.59.300in theStateof Maharashtra

and Km.137.000to Km.257.400in theStateof Madhya PradeshonDBFOT (Annuity)

BasisProject.

For Monthof

June - 2014

SubmittedBy

ORIENTALNAGPURBETULHIGHWAYPVT. LTD. CONCESSIONAIRE

21/48,CommercialComplex, MalchaMarg,DiplomaticEnclave,

NewDelhi–110021

Authority: NationalHighwaysAuthorityof India G-5&6,Sector-10,Dwarka, New Delhi–110075

IndependentEngineer: FrischmannPrabhu(India)Pvt.Ltd. 315, BalgovindWadi,New PrabhadeviRoad,Prabhadevi, Mumbai–400025(MH)

EPC Contractor: OrientalStructuralEngineersPvt.Ltd. 21/48,CommercialComplex, Malcha Marg,DiplomaticEnclave, New Delhi–110021

PMC : IndianTechnocratLimited B-6/19CommercialComplex, SafdurjungEnclave, New Delhi–110029INDIA

1

2

Monthly Progress Report- June 2014

3

INDEX

Sr. No.

Item No.

Description Page No.

1 1.0 Executive Summary 5 - 22

2 2.0 Areas of Concern 23– 27

3 3.0 Progress Presentation – Strip-chart (Highway & Structure) 28

4 4.0 Organization Chart &Manpower Details 29

4.1 Major Equipments, Machineries & Plants 29

5

5.0 Prevention from site possession 30

5.1 Status of approvals from Government agencies / Ministry / Departments – Applicable Permits

31

5.2 Status of Approvals / Instructions from NHAI / Independent Engineers

32– 36

6 6.0 Payment Situation (Amount due / payable for change in scope, change in Law, additional work etc.)

37

7 7.0 Progress of Work –Status of Highway & Structure 38–40

8 8.0 Quality Control Report 41

9 9.0 Potential issues (List out delay due to various reasons, change in scope, Force Majeure event, change in Law, delay in approvals etc.)

42– 45

10 10.0 Traffic Management & Road Safety 46

11 11.0 Project Milestones 47

12 12.0 Weather Report 48

13 13.0 Disagreements, Disputes, Suspensions 49

14 14.1

Physical & Financial Progress, Details of Accident Data, Details of Debris Removal, Encroachment and Cleanliness

50

14.2 Strip chart showing Hindrances (MP& MH Section) 51

15 15.0 Site Visit & Progress Review Meetings 52

16 16.0 Status of NCR 53

17 17.0 Site Progress Photographs 54

18 18.0 Compliance to the Observations of IE’s Inspections 55-77


4

List of Annexure Enclosed

Annex No.

Description

I

Progress Presentations –Strips Charts a. Highway works b. Structural works c. Status of Project Facilities

II Organization Charts & Manpower deployment List

III List of Plant, Machineries & Equipments

IV Summary of QA/QC Test& Laboratory Equipments List

V Status of approvals from Government agencies / Ministry / Departments

VI Statement showing chainage wise details of forest area

VII Weather Report

VIII Physical & Financial Progress, Details of Accident Data, Details of Debris Removal, Encroachment and Cleanliness

IX Strip chart showing Hindrances (MP & MH Section)

X Status of NCR’s

XI Status of Tests as per Schedule “I” of Concession Agreement

XII Site Progress Photographs


5

1.0) EXECUTIVE SUMMARY 1.1 Introduction

The Project Highway aims at four laning of Nagpur-Saoner-Betul, Section of NH-69 from Km 3.000 to Km 59.300 in the state of Maharashtra and Km 137.000 to Km 257.400 in the state of Madhya Pradesh on DBFOT (Annuity) Basis Project. Thus the construction package for the project includes developing the existing two lane carriageway to four lane configuration from Km. 137.000 (new Km. 0.000) to Km. 257.400 (New Km 117.400) in the state of Madhya Pradesh & Km 3.000 to Km 59.300 in the state of Maharashtra. The total length of the package is 174.462 Km. The Project lies in the Betul&Chhindwara District of Madhya Pradesh State & Nagpur District of Maharashtra State. M/S Oriental Structural Engineers Pvt. Ltd. has promoted and incorporated M/s Oriental Nagpur Betul Highway Pvt. Ltd., a limited liability company as the Concessionaire to undertake and perform the obligations and exercise the rights of the selected bidder under the LOA for executing the project. The Concession Agreement (CA) between the concessionaire and NHAI was signed on 30.08.2010. The Concessionaire achieved Financial Closure (FC) on 25.02.2011. The Concessionaire has appointed M/s Oriental Structural Engineers Pvt. Ltd as Engineering, Procurement and Construction (EPC) Contract and signed EPC contract on 09.12.2010. The Concessionaire has engaged M/s. Indian Technocrat Limited (ITL) as a Project Management Consultant (PMC) for day to day supervision and quality control. NHAI has mobilized Independent Engineer (IE) Grontmij A/S In JV with FrischmannPrabhu (India) Pvt. Ltd. to review drawings and documents and to review, inspect and monitor on their behalf all activities associated with Construction, Operation & Maintenance and Diversion of the Project.

1.2 Scope of the project

The four laning of Nagpur-Saoner-Betul, Section of NH-69 from Km 3.000 to Km 59.300 in the state of Maharashtra and Km 137.000 to Km 257.400 in the state of Madhya Pradesh on DBFOT (Annuity) Basis Project has been awarded to Oriental Nagpur Betul Highway Pvt. Ltd. All the major and minor Bridges and Culverts enroute are also proposed to be widened. Six numbers of ROBs have been proposed to be provided at Rail / Road crossings so as to maintain the designed speed of the Highway. The concession period of 20 yrs. includes the construction period of 1275 days.

The estimated cost of the project is Rs. 2498.76 Crore. The project involves construction of 9 Major Bridges, 6 ROB’s, 54 Minor Bridges, 6 Clover Leaf / Grade Separators, 22 Pedestrian Underpass, 11 Vehicular Underpass, 126 nos. of Box Culverts &154 nos. of Pipe Culverts.


6

GENERAL INFORMATION

Name of the Contract : 4-Laning of Nagpur-Saoner-Betul Section of NH-69 from Km. 3.000 To Km 59.300 in the state Maharashtra and Km 137.000 to Km 257.400 in the state of Madhya Pradesh on DBFOT (Annuity) basis.

Client : National Highways Authority of India.

Independent Engineer : M/s. Grontmij A/S In JV with FrischmannPrabhu India Pvt. Ltd.

Concessionaire : Oriental Nagpur Betul Highway Pvt. Ltd.

EPC Contractor : Oriental Structural Engineers Pvt. Ltd.

Project Management Consultant : Indian Technocrat Limited

Date of C.A. Signing : 30th August 2010

Appointed Date : 20th January 2012

Completion of Date of Construction Period

: 18th July 2015

Concession Period : 20 Years (including 1275 days of construction)

Length of Project Stretch : 174.512 Km

MP Section – Km. 0+000 to Km. 117+822

MH Section – Km. 2+950 to Km. 59+640

Cost of the Project : INR 2498.76 Crore


7

SCOPE OF WORK

Sr. No.

Description MH

Section

MP Section Total

MP1A MP1B MP02 MP03

1 Length of Project Stretch 56.690

Km 15.000

Km 30.000

Km 29.079

Km 43.743

Km 174.512

Km

2 Toll Plaza 1 1 - 1 - 3

3 Truck lay Bay 2 1 - - 2 5

4 Bus Bays and Bus Shelters 24 10 29 16 51 130

5 Major Junction Improvement 42 2 - - - 44

6 Minor Junction Improvements 49 4 16 16 20 105

7 Major Bridges

New 1 2 2 - 4 9

Rehabilitation/Repair/Widening 1 - - - - 1

8 Minor Bridges

New 8 4 5 10 17 44

Widening 6 - - - - 6

Rehabilitation/Repair/Retained 4 - - - - 4

9 ROB’s 5 - - 1 - 6

10 Clover Leaf, Grade Separator

Flyovers 2 - - - - 2

Clover Leaf 1 1 - 2 - 4

11 Vehicular Under Pass 3 4 - 1 3 11

12 Pedestrian Under Pass 8 2 3 6 5 24

13 Box Culvert 3 27 37 26 33 126

14 Hume Pipe Culvert 84 10 18 29 13 154

Note: All figures in table represents Nos. except specifically mentioned.


8

Highway Details in MH Section

Sr.No.

As per CA As per actual Design

Design Chainage

Length (Km)

C/s Type

Design Chainage

Length (Km)

C/s Detials

From To From To Type Details

Flexible Pavement

1 3.000 13.300 10.300 A

2.950 3.665 0.715 A’’ Concentric Widening with SR

3.665 3.900 0.235 A Approach

3.900 4.235 0.335 A' Approach

4.235 4.315 0.080 Grade Separator

4.315 4.700 0.385 A' Approach

4.700 4.800 0.100 A Concentric Widening with SR

4.800 5.090 0.290 A' Approach

5.090 5.220 0.130 ROB

5.220 5.570 0.350 A' Approach


7.150 7.465 0.315 A' Approach

7.465 7.505 0.040 ROB

7.505 7.820 0.315 A' Approach


12.410 12.470 0.060 Major Bridge


2 13.300 13.400 0.100 B 13.300 13.400 0.100 B New Alignment

3 13.400 14.300 0.900 B

13.400 13.650 0.250 B New Alignment

13.650 13.750 0.100 Major Bridge

13.750 14.200 0.450 B New Alignment

14.200 14.300 0.100 B New Alignment

4 14.300 16.200 1.900 A1 14.300 16.100 1.800 A1 Concentric Widening (1.2 m Median)

16.100 16.200 0.100 A' Approach

5 16.200 18.500 2.300 A

16.200 16.600 0.400 A' Approach

16.600 16.660 0.060 Grade Separator

16.660 17.160 0.500 A' Approach


18.200 18.500 0.300 A" Approach (PUP)

6 18.500 18.700 0.200 D 18.500 18.600 0.100 D LHS Widening with SR (1.2 m Median)

18.600 18.700 0.100 C LHS Widening (1.2 m Median)

7 18.700 19.000 0.300 C 18.700 19.000 0.300 C LHS Widening (1.2 m Median)

8 19.000 23.500 4.500 E 19.000 23.500 4.500 E LHS Widening (4.5 m Median)

9 23.500 25.300 1.800 D

23.500 23.600 0.100 E LHS Widening (4.5 m Median)

23.600 23.880 0.280 D LHS Widening with SR (1.2 m Median)

23.880 25.300 1.420 D' Approach

10 25.300 32.600 7.300 E 25.300 25.400 0.100 D

LHS Widening with SR (Urban- 1.2 m Median)


11 32.600 40.600 8.000 B 32.600 38.035 5.435 B New Alignment -Saoner Bypass Start Km 32+500 End Km. 40+500 Total 8.00 Km.


9

38.035 38.195 0.160 ROB/Flyover

38.195 40.500 2.305 B New Alignment

40.500 40.600 0.100 G RHS Widening

12 40.600 41.800 1.200 G 40.600 41.800 1.200 G RHS Widening

13 41.800 42.000 0.200 B 41.800 42.000 0.200 B New Alignment

14 42.000 43.000 1.000 G 42.000 43.000 1.000 G RHS Widening

15 43.000 43.880 0.880 C 43.000 43.880 0.880 C LHS Widening (1.2 m Median)

16 43.880 44.060 0.180 G 43.880 44.060 0.180 G RHS Widening


18 46.200 46.400 0.200 B

46.200 46.500 0.300 E LHS Widening (4.5 m Median) 46.400 46.500 0.100 B


20 47.600 47.800 0.200 B 47.600 47.800 0.200 E LHS Widening (4.5 m Median)


22 48.100 48.200 0.100 F 48.100 48.200 0.100 E LHS Widening (4.5 m Median)

23 48.200 48.250 0.050 F 48.200 48.250 0.050 F LHS Widening with SR (Rural- 1.2 m Median)





28 49.600 50.180 0.580 G 49.600 50.180 0.580 G RHS Widening

29 50.180 51.200 1.020 B



50.700 51.200 0.500 B New Alignment

30 51.200 53.680 2.480 B 51.200 51.250 0.050 B New Alignment

31 53.680 55.100 1.420 E


32 55.100 55.800 0.700 55.100 55.800 0.700 B New Alignment


34 56.380 57.020 0.640 B

56.380 57.740 1.360 B New Alignment 57.020 57.170 0.150 E

35 57.170 57.800 0.630 E 57.740 57.800 0.060 B New Alignment

36 57.800 58.350 0.550 B 57.800 58.350 0.550 F LHS Widening with SR (Rural- 1.2 m Median)

37 58.350 58.500 0.150 B 58.350 58.500 0.150 F LHS Widening with SR (Rural- 1.2 m Median)

38 58.500 58.800 0.300 F 58.500 58.800 0.300 D LHS Widening with SR (Urban- 1.2 m Median)

39 58.800 59.500 0.700 D 58.800 59.500 0.700 E LHS Widening (4.5 m Median)

40 59.500 59.600 0.100 B 59.500 59.600 0.100 B New Alignment

41 59.600 59.700 0.100 B 59.600 59.640 0.040 B New Alignment

42 59.700 59.711 0.011 B New Alignment

56.700 56.690 −−− Total Length (in Km)

5.690 5.020 −−− Total Length of New Alignement (in Km)

8.000 8.000 −−− Length of Saoner Bypass (in Km)


10

Highway Details in MP Section

Sr.No.

As per CA As per actual Design

Remarks Design Chainage Length (Km)

C/s Type

Design Chainage Length (Km)

C/s Detials

From To From To Type Details

Rigid Pavement

1 0.000 13.450 13.450 H

0.000 0.150 0.150 H New Alignment Betul Bypass Start Km

0+000 End Km 13+400

0.150 13.400 13.250 H New Alignment

13.400 13.450 0.050 I Reconstruction

2 13.450 13.500 0.050 I 13.450 13.500 0.050 I Reconstruction

13.500 14.450 0.950 I 13.500 14.450 0.950 I Reconstruction

3 14.450 15.050 0.600 H


14.500 15.000 0.500 H New Alignment



5 17.900 18.550 0.650 H 17.900 18.500 0.600 H New Alignment



7 19.000 19.700 0.700 H 19.000 19.150 0.150 I Reconstruction

19.150 19.700 0.550 H New Alignment


9 19.950 20.200 0.250 H


20.000 20.150 0.150 H New Alignment






13 21.000 25.350 4.350 H


21.100 25.050 3.950 H New Alignment




15 25.700 26.500 0.800 H


25.750 26.400 0.650 H New Alignment



17 27.000 27.600 0.600 J 27.000 27.600 0.600 J Reconstruction with SR


19 28.800 29.100 0.300 H


28.850 29.050 0.200 H New Alignment



21 39.650 40.950 1.300 H


39.700 40.900 1.200 H New Alignment



11




25 42.150 42.400 0.250 H 42.150 42.350 0.200 H New Alignment



27 42.650 42.900 0.250 H


42.700 42.850 0.150 H New Alignment






45.050 45.100 0.050 J Reconstruction with SR




47.200 48.250 1.050 H New Alignment Multai Bypass Start Km. 47+200

End Km 55+950 Total

8.750 Km.

33 48.250 56.050 7.800 H

48.250 55.800 7.550 H New Alignment





57.350 57.400 0.050 H New Alignment

37 57.400 57.800 0.400 H

57.400 57.650 0.250 H New Alignment











62.450 62.65 0.200 H New Alignment

43 62.650 63.750 1.100 H

62.650 63.4 0.750 H New Alignment




65.150 65.35 0.200 H New Alignment

45 65.350 65.950 0.600 H 65.350 65.7 0.350 H New Alignment

65.700 65.95 0.250 H New Alignment

46 65.950 68.800 2.850 I 65.950 66.7 0.750 H New Alignment


12


68.600 68.8 0.200 H New Alignment



48 69.100 69.450 0.350 I


69.250 69.3 0.050 H New Alignment

69.300 69.4 0.100 H New Alignment


49 69.450 69.650 0.200 H


69.520 69.55 0.030 H New Alignment

69.550 69.65 0.100 H New Alignment



69.750 69.9 0.150 H New Alignment

51 69.900 69.950 0.050 I 69.900 69.95 0.050 H New Alignment









57 71.150 71.300 0.150 I 71.150 71.3 0.150 H New Alignment

58 71.300 71.650 0.350 H

71.300 71.4 0.100 H New Alignment

71.400 71.45 0.050 H New Alignment








63 72.700 73.000 0.300 I 72.700 73 0.300 I Reconstruction




74.000 74.079 0.079 H New Alignment

74.079 74.079 −−− Total Length (in Km)

15.750 14.079 −−− Total Length of New Alignment

(in Km)

21.300 21.850 −−− TotalLength of Bypass (in Km)


13

Flexible Pavement

65 74.079 74.150 0.071 I 74.079 74.15 0.071 H New Alignment

66 74.150 74.550 0.400 H

74.150 74.25 0.100 H New Alignment







70 75.000 75.570 0.570 H


75.150 75.35 0.200 H New Alignment



75.500 75.57 0.070 H New Alignment

71 75.570 75.650 0.080 I 75.570 75.65 0.080 H New Alignment

72 75.650 76.000 0.350 H

75.650 75.75 0.100 H New Alignment


75.800 76 0.200 I Reconstruction


76.100 76.2 0.100 H New Alignment

74 76.200 76.650 0.450 H

76.200 76.42 0.220 H New Alignment





76.750 77 0.250 I Reconstruction



78 77.650 78.000 0.350 H


77.850 77.9 0.050 H New Alignment

77.900 78 0.100 H New Alignment

79 78.000 78.050 0.050 I 78.000 78.05 0.050 H New Alignment

80 78.050 78.550 0.500 H

78.050 78.3 0.250 H New Alignment












86 86.850 87.500 0.650 I 86.850 87.55 0.700 H New Alignment PandhurnaB


14

87.500 87.550 0.050 I ypass Start Km. 86+850

End Km. 94+300

Total -7.45 Km

87 87.550 93.400 5.850 H 87.550 93.4 5.850 H New Alignment

88 93.400 99.050 5.650 I 93.400 94.2 0.800 H New Alignment


89 99.050 100.050 1.000 J



99.420 100.05 0.630 J' Approach

90 100.050 103.450 3.400 I 100.050 100.15 0.100 J' Approach




107.500 107.55 0.050 H New Alignment

93 107.550 108.400 0.850 H 107.550 108.2 0.650 H New Alignment




95 109.100 109.500 0.400 H 109.100 109.4 0.300 H New Alignment



110.800 110.95 0.150 H New Alignment Bad Chicholi Bypass Start Km. 110+750

End Km. 113+150,

Total- 2.4 Km

97 110.950 113.100 2.150 H 110.950 113.1 2.150 H New Alignment


99 115.700 116.700 1.000 J


115.750 116.3 0.550 J' Approach


100 116.700 117.500 0.800 I 116.700 116.75 0.050 J

Reconstruction with SR


43.421 43.410 −− Total Length (in Km)

4.120 2.771 −− Total Length of New Alignment (in

Km)

8.050 9.650 −−− Total Length of Bypass (in Km)


15

Details of Service Road

Sr. No.

As per CA As per actual Design Width

(M) Side Location Design Chainage

Length (Km) Design Chainage

Length (Km) From To From To

MH Section

1 3.000 13.300 10.300 3.665 5.110 1.445 7 Both

5.210 7.460 2.500 7 Both

7.520 11.220 3.700 7 Both

11.250 12.150 0.900 7 Both

12.690 13.300 0.610 7 Both

2 16.100 18.600 2.500 15.940 18.700 2.760 7 L/S

16.200 18.800 2.600 7 R/S

3 23.500 25.300 1.800 23.600 25.400 1.800 7 Both

4

35.250 36.200 0.950 7 Both New

5 48.200 49.600 1.400 48.200 49.600 1.400 7 Both

6 57.800 58.800 1.000 57.800 58.800 1.000 7 Both

17.000 16.985 ˂˂˂˂−−− Total Length (in Km)

MP Section

1 27.000 27.600 0.600 27.000 27.600 0.600 7 Both Pankha

2 45.100 45.900 0.800 45.050 45.850 0.800 7 Both Bhelai

3 80.150 81.550 1.400 80.100 81.500 1.400 7 Both Tegoan

4 99.050 100.050 1.000 99.150 100.150 1.000 7 Both Seoni

5 115.700 116.700 1.000 115.750 116.750 1.000 7 Both Aajangoan

4.800 4.800 ˂˂˂˂−−− Total Length (in Km)

Details of Major Bridge

Sl. No.

Proposed Chainage

Proposed span arrangement

Total Width Structure Type Remark

CA Design CA Design CA Design

Maharashtra

1 12+444 12+444 6x10 60.0m 3x20

1x12 1x12 Pre-cast RCC girder

Span Arragement modified keeping total span same as in CA

2 13+700 13+700 5x20.60 103.0m 5x20.60

27.50 (2x 12 + 4.5 Median, inner 3.5 )

2x12 Pre-cast RCC girder

Madhya Pradesh

3 3+800 3+835 5x30 150m 5x30

2x12 2x12 Pre-cast Post-tensioned girder

4 5+580 5+571 2x28.95 58.0m 2x29.0


Marginally increased to suit to design and construction

5 18+010 18+077 5x19 95.0m 5x19


6 23+100 23+121 2x29 58.0m 2x29


7 88+125 87+833 3x27.9 84.0m 3x28


Marginally increased to suit to design and construction


16

8 90+820 91+902 4x20

131.64m (1x22.751)+(1x22.225)+(1x21.866)+(1x21.654)+(1x21.579)+(1x21.565)


Total Span increased by 1x20 m due to hydrology requirements

9 94+060 94+283 4x20

82.185m (1x20.702)+

(2x20.387)+(1x20.709)


10

81+390

57.00m 3 x 19

2x12

Total span (12 m Width) 878.825m

Details of New Minor Bridges

Sl. No.

Proposed Chainage


Total Width Structure Type

Remark


Maharashtra

1 4+530 4+525 3 x 9 1x30 20.70(2x7.5)+1.75 Foot

Path)+0.5 Crash Barrior+7mCouseway

20.7

Pre-cast Post-

tensioned girder

Single Span of 30m is provided as the height of

structure is more than 13m due to approach to GS at ch.

4+275

2 36+220 36+331 4 x 2 1x8 27.50 (2X12+4.5Median,

inner 3.5) 2x12

Pre-cast Planks

Canal 1x8 as discussed with irrigation

3 40+090 Deleted 5 x 2 -

27.50 (2X12+4.5Median, inner 3.5)

2x12 - Bridge deleted as Stream not

found at site

4 40+550 Deleted 1 x 7 -

27.50 (2X12+4.5Median, inner 3.5)

2x12 - Bridge deleted as Stream not

found at site

5 40+620 40+710 1 x 7 - 27.50 (2X12+4.5Median,

inner 3.5) 2x12 -

Canal, HPC as discussed with irrigation

6 49+265 49+256 3 x 10 3 x 10 27.50 (2X12+4.5Median, inner 3.5) with 7m S.R.

one Side

2x12+1.20m

Median

Pre-cast Planks

Median width modified as per Schedule D


one Side 2x12

Pre-cast Planks


one Side

2x12+0.20m

Median

Pre-cast Planks

Median width modified as per Schedule D

Details of Minor Bridges

MP Section

9 0+250 0+050 1x10 1x10 2x12 2x12 Pre-cast Planks


11 10+325 10+325 2x21 2x21 2x12 2x12 Pre-cast RCC girder





16 24+975 25+000 2x24 2x24 2x12 2x12 Pre-cast Post-tensioned

girder




girder



17



23 56+600 56+450 2x14.5 2x14.5 2x12 2x12 Pre-cast RCC girder

24 65+725 65+543 1x40 2x20 2x12 2x12 Pre-cast RCC girder Single span of 40m has been

modified to 2x20m




girder

28 75+550 Deleted 1x10 - 2x12 2x12 - Bridge deleted as Stream not

found at site


girder

30 88+600 88+525

1x10 2x10

2x12 2x12 Pre-cast Planks

Both Structures merged due to single stream available at

site 31 88+700 1x10 2x12 2x12




35 No

provision 92+115 - 1x12 2x12 2x12 Pre-cast Planks

Additional bridge as stream exists at site at this ch.









44 111+510 Deleted 2x14 - 2x12 2x12 Bridge deleted as Stream not

found at site




Total Span (12m Width ) 1854 1760 Total Span (7m Width) 46

Total Span (10.25m Width ) 60 60

Rehabilitation/Repair/Widening of Existing Minor Bridges

Sl. No.

Proposed Chainage Details Span Arrang. Total Approx. Width

Structure Type

Remark CA Design CA Design CA Design

Existing (as per

CA)

Existing ( as per

inventory)

Proposed Widening

Maharashtra

1 7+095 7+093 Retained Retained 2x6.0 2x6.0 22.00 21.40 Not Required SR Widening with HPC

2 7+890 7+890 Retained 1x7.0 1x7.0 21.40 Not Required SR Widening with HPC

3 11+240 11+240 Retained Retained 1x10.0 1x10.0 20.80 21.40 Not Required

4 11+290 11+290 Retained Retained 1x7.0 1x7.0 20.80 21.40 Not Required

5 11+390 11+385 Retained Retained 1x6.4 1x5.3 1x5.3 20.80 Not Required

6 16+885 16+885 Concentric Widening

Re-constructed

1x6.5 1x6.5 11.90 12.00 2x12.0 Box-type

minor bridge due to approach to flyover at ch.16+610


Concentric Widening

1x7.0 1x7.0 12.00 12.00 8.70 Total Proposed width

20.7m widening of 8.70m required


Concentric Widening


20.7m widening of


18

12.50m required


Concentric Widening


20.7m widening of 8.0m required

10 23+825 23+799 Additional Two Lane

Additional Two Lane

2x8.7 2x9.0 12.00 12.00 1x12 Box-type

minor bridge

11 25+050 25+043 LHS

Widening Re-

constructed 1x9.2 1x9.2 21.20 21.00 2x12.0

Box-type minor bridge

due to Approach to VUP at ch.24+825

12 28+180 28+170

Additional Two

Lane(left side)

Additional Two Lane(left

side) 2x5.7 2x5.7 12.10 12.00 2x12.0

Pre-cast Planks

13 58+680 58+481 Widening Widening 1x7.5 1x7.5 12.15 12.00 1x12 Pre-cast Planks

Total span (12 m width) 60.10 69.30

Total span (10.25 m width) 21.50 28.00

Vehicular underpasses

Sl. No

Proposed Chainage


Total Width Structure Type Remarks Skew


Maharashtra

1 24+825 24+712 1 x 15 1 x 15 27.5 (2x12+4.5

median, inner 3.5) 2x12+0.20m Median

Pre-cast RCC girder Median width modified

as per schedule D 0

2 35+800 35+816 1 x 15 1 x 15 27.5 (2x12+4.5

median, inner 3.5) 2x12+0.20m Median

Pre-cast RCC girder Median width modified

as per schedule D 32

3 48+915 48+866 1 x 7 1 x 7 2x12+3.5m Median

Gap

2x12+0.20m Median

Gap Box Type

45

MP

4 1+825 1+818 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 0








Total span ( 12m width ) 300 300

Pedestrian underpasses

Sl. No

Proposed Chainage Proposed span arrangement


Remarks Skew


MH Section

1 18+260 18+371 1 x 7.0 1 x 7.0 2x12+3.5m

Median Gap 2x12+0.20m Median Gap

Box type

2 23+825 24+100 1 x 7.0 1 x 7.0 2x12+3.5m

Median Gap 2x12+0.20m Median Gap

Box type Deleted

3 37+500 37+477 1 x 7.0 1 x 7.0 2x12 2x12 Box type

MP Section

1 4+175 4+254 1 x 5.0 1 x 5.0 2x12 2x12 Box type

2 7+225 7+210 1 x 5.0 1 x 5.0 2x12 2x12 Box type


19

3 20+325 20+365 1 x 5.0 1 x 5.0 2x12 2x12 Box type

4 36+475 36+486 1 x 5.0 1 x 5.0 2x12 2x12 Box type

5 43+600 43+613 1 x 5.0 1 x 5.0 2x12 2x12 Box type

6 45+200 45+405 1 x 5.0 1 x 5.0 2x12 2x12 Box type

7 48+000 48+105 1 x 5.0 1 x 5.0 2x12 2x12 Box type

8 58+525 58+360 1 x 5.0 1 x 5.0 2x12 2x12 Box type

9 72+225 72+024 1 x 5.0 1 x 5.0 2x12 2x12 Box type

10 91+150 91+135 1 x 5.0 1 x 5.0 2x12 2x12 Box type

11 104+575 104+540 1 x 5.0 1 x 5.0 2x12 2x12 Box type

12 107+200 107+178 1 x 5.0 1 x 5.0 2x12 2x12 Box type

13 111+750 111+690 1 x 5.0 1 x 5.0 2x12 2x12 Box type

14 116+350 115+996 1 x 5.0 1 x 5.0 2x12 2x12 Box type

Grade separator

Sl. No

Proposed Chainage

Proposed span arrangement Total Width Structure Type Remarks


Maharashtra

1 4+275 4+275 4x20 80.00m

25+30+25

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier

Pre-cast Post-tensioned girder

Span arrangement modified due to

turning movement requirement

2 5+165 5+165

VIA Duct: Ngp. End (10x24)+ Betul End (12x24)

Approaches: Ngp. End

(247.015)+ Betul End (412.260)

VIA Duct: Ngp. End (10x24)+

Betul End (12x24)

Approaches: Ngp. End

(247.015)+ Betul End (412.260)

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier


3 16+610 16+630 2x20 55.00m

12.5+30+12.5

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier

Pre-cast Post-tensioned

girder(30.0m) & Pre-cast RCC

Beam (12.5m)

Span arrangement modified due to

turning movement requirement

4

38+367 38+167

(1x30)+(1x19.45)+(3x20)+

(1x30)+(1x20)

127.56m

(1x17.56)+(3x20)+(1x30)+(1x20)

20.70(2x7.5)+1.75 Foot Path)+0.5

Crash Barrier

2x12 Pre-cast Post-

tensioned girder(30.0m) &

Pre-cast RCC girder(20.0m) for approach to ROB

One span modified for skew, other to

adjust actual distance between

ROB and GS(71.735m i.e.

1x11.735m + 3x20.0m)

4a

(1x30)+(1x19.45)+(7x20)

Ramp: 150.625(1x10.625)

+(7x20) 8.5 8.5

MP

5 5+925 5+919 2x30 60.00m

2x30 2x12 2x12


6 52+150 53+340 2x30 60.00m

2x30 2x12 2x12


7 56+050 55+523 2x30 60.00m

2x30 2x12 2x12


Total span

593.185m


20

Details of ROB's

Sl. No.

Proposed Chainage Proposed span arrangement


Remarks


Maharashtra

1 5+165 5+165 (2x16.5)+(2x24)+(1x

48.44)

129.44m (2x16.5)+(2x24)+(1x48.44

)

20.70m (CW 2x7.5)+(2x1.75 Foot Path)+(2x0.5 Crash Barrier)+(1.2

Median)

20.70m (CW 2x7.5)+(2x1.75

Foot Path)+(2x0.5 Crash Barrier)+(1.2 Median)

Composite Steel Structure

2 7+485 07+483 1x40

84.850m (1x25.730)+(1x33.390)+(1

x25.730)

20.70m (2x7.5)+1.75 Foot Path)+0.5 Crash

Barrier

20.70m (CW 2x7.5)+(2x1.75

Foot Path)+(2x0.5 Crash Barrier)+(1.2 Median)


3 29+450 29+445 1x12.20 23.46m 1x23.46

1x12 1x12 Composite Steel

Structure

4 33+350 33+335 1x30 33.67m 1x33.67

27.5 (2x12+4.5 median, inner 3.5)

27.5m(2x11)+(4.5 median)+(2x0.5 Crash

Barrier)


5 38+400 38+065

33.78m ROB: 1x33.78

& ROB

(RampA):1x33.78

ROB : 27.5 (2x12+4.5 median,

inner 3.5) ROB (RampA)- 8.0m

36.20m Overall (Main

Carriageway Ramp)


Considered in Grade Separator

MP

6 65+600 65+411 15+30+15

79.795m ROB:

(1x38.955) Adj. Span: (2x20.42)

27.5 (2x12+4.5 median, inner 3.5)

27.50m (4x0.5)+(2x11)+(1x3.5)


Total span as per Design 384.995m

Additional Scope of works

Pedestrian Underpass

Sr. No.

Proposed Location Proposed span arrangement

Total Width Structure

Type Skew

1. Ch. 50+420 at Multai Bypass (MP Sect)

1x5.0 27.5 (2x11.5+4.5 median) Box type

PUP ( Section adopted as decided during site inspection of CGM)

2. Ch. 65+885 at Chichonda Village (MP Sect)

(1.00m x 4.00m) 27.5 (2x11.5+4.5 median) Box type -

3. Ch. 4+162 (MH Sect) (1.00m x 7.00m) 20.7 (2x9.75+1.2 median) PUP Box

type


type


type


type

7. Ch. 29+154 at Manegaon (MH Sect)

(1.00m x 5.00m) 27.5 (2x11.5+4.5 median) PUP Box

type

8. Ch. 49+177 at Umari (MH Sect) (1.00m x 5.00m) 27.5 (2x11.5+4.5 median) CUP Box

type


21

Slip roads at PUP locations

Sr. No.

Design Chainage Length (Km) Side Width (M) Location

From To

1 50+000 50+387 0.387 LHS 3.5

Multai Bypass 50+000 50+378 0.378 RHS 3.5

2 58+336 58+700 0.364 LHS 3.5

Chainpur Village 58+336 58+700 0.364 RHS 3.5

3 65+885 66+257 0.372 LHS 3.5

Nimboti Village 65+885 66+263 0.378 RHS 3.5

4 104+250 104+535 0.285 LHS 3.5

Rajna Village 104+250 104+540 0.29 RHS 3.5

5 107+160 107+459 0.299 LHS 3.5

Hivra Village 107+170 107+449 0.279 RHS 3.5

Total 3.396

Slip roads at PUP locations – MH Section

Sr. No.

Design Chainage Length (Km) Side Width (M) Location

From To

1 35+200 36+150 0.950 LHS 5.5

35+200 36+150 0.950 RHS 5.5

Total 1.900


22

PROJECT FACILITIES The EPC Contractor shall provide the Project Facilities described as below, to form part of the Four-Lane Project Highway. The Project Facilities shall include: (a) Toll plaza(s) : MH Section - @ Km 23+000. : MP Section - @ Km 14+700 & Km 71+050 (b) Roadside furniture; (c) Pedestrian facilities; (d) Tree plantation; (e) Truck lay-bys; : 05 Nos (MH-02 Nos. & MP-03 Nos) (f) Bus-bays and bus shelters; and : 130Nos (g) Others

1. Highway Lighting 2. Highway Patrol 3. Ambulances 4. Cranes 5. A.T.M.S. 6. Development of site for wayside Amenities : MP Section- (i) Km 21+150

(ii) Km 76+000 (RHS)

7. Traffic aid posts 8. Medical aid posts 9. Vehicle rescue posts 10. Telecom system

23

2.0) AREAS OF CONCERN / CONSTRUCTION CONSTRAINT

2.1 Land Acquisition:-

Sr. No

District Tahsil 3 A (Ha)

3 D

3 G (Ha)

Suppl. 3A (Ha)

Suppl. 3 D (Ha)

Suppl. 3G (Ha) Area (Ha)

Published on

Area (Ha)

Published on Area (Ha) Published on

1 Betul

Betul 98.162 85.469 12-May-11

59.946 Private land 25.074 16-May-11 22.681 21-Mar-12 45.782 Private land

25.473 Governmen

t land 42.159 20-Sep-12 33.141 08-Apr-13 9.556

Government land

Subtotal 98.162 85.469 85.419 67.233 55.822 55.338

Multai 211.627

66.375 29-Apr-11 125.302

Private land

10.913 16-May-11 10.442 11-Nov-11

100.783 Private land 29.42 30-Mar-11 26.955 15-Oct-11

78.031 26-Apr-11 25.03 26-Sep-11 23.038 22-Mar-12

19.442 Governme

nt land

5.204 16-Mar-13 4.625 23-Aug-13

1.833 Government

land 45.081 13-Jan-13 43.477 30-Apr-13

Subtotal 211.627 144.406 144.744 115.648 108.537 102.616

2 Chhind-

wara Pandhu

rna

203.606

116.75 30-Mar-11 126.966

Private land

12.966 16-May-11 12.842 03-May-12 12.314 Private land

63.932 07-Feb-11 0.52 01-May-12 0.514 13-Oct-13

22.543 31-May-11 75.976 Government land

26.864 21-Aug-13 23.068 26-Dec-13 1.024 Government

Land

Subtotal 203.606 203.225 202.942 40.35 36.424 13.338

3 Nagpur Nagpur &Saone

r

109.260

45.98 09-May-11

73.462

12.17 Published For LA Awards Publication sent to NHAI New Delhi,

Head Quarter

25.305 21-Sep-11

2.315 25-Oct-11

Subtotal 109.260 73.60

73.462

12.17

0.00

0.00

Gross Total 622.655 506.700 506.567 235.401 200.783 171.292

24

2.2 Additional Land requirement:-

Around 3.422 Ha additional landsare required for construction of way side amenities at Ch. 76+000. In Badchicholi bypass, 9 of the villagers have brought stay from High Court Jabalpur. Moreover, some of the villagers have gone in arbitration court due to dispute in compensation. Due to which the work in badchicholi bypass is at standstill for indecisive time.

2.3 Forest Clearance

Sr. No

Section Stretch Area of forest

Land to be diverted

Status of 1st Stage Clearance

Status of 2nd Stage Clearance From To

1 MP Km.

137+000 Km

257+400 38.592 Ha

Obtained vide letter No. 6-MPC 079/2011-BHO/50

dated 09.01.2012

Obtained vide

letter No. 6-MPC

079/2011-

BHO/197dated

29.01.2013

2 MH Km 3+000 Km

59+300 2.078 Ha

Obtained vide letter No. 6-MHB 141/2011/BHO/4126

dated 07.12.2011

Obtained vide

letter No. 6-

MHB-141/2011-

BHO/426 dated

21.02.2014

2.4 Detail of Stretches Not Handed Over to Concessionaire

Sr. No. From To Length / Area Unit Remarks

1 110.800 113.180 2.380 Km Badchicholi Bypass

2 3D for Way Side Amenities at 76+000 at NHAI, HQ for publication

3.422 Ha

3 Km. 0+450 to Km. 0+590 - Land is under dispute drain could not be constructed (stay from court)

0.140 Km Court Case

4

Land not handed over at Mankapur, ZingabaiTakli, Bokhara, Panjara, Dahegaon, Patansawangi, Bourjwada, Saoner, BhagiMahari, Khursapar, Pardi, etc.

10.215 Ha

5

Toll Plaza at km 23+000 (MH Section)

1.0985 Ha

Physical possession is required from NHAI with Police

Protection.


25

2.5 Tree Cutting:

2.4.1 MP Section (Km 137.000 to Km 257.400):

Total trees in the available land are felled in MP section.

2.4.2 MH SECTION (KM 3.000 TO KM 59.300) Permission for felling of trees in Km. 14.0 to Km. 59.300 is received only on 18.06.2012 vide letter No. NHAI/PIU/PDN/Tree Cutting/2012/734 and tree cutting work has been started accordingly.

Tree cutting permission for Nagpur (urban), Kamptee&Saoner Tehsil obtained from

Collector, Nagpur. About 95% of trees are felled and cutting of rest trees is under

progress.

Sr. No.

Village/ Tahsil No. of trees

to be cut

Permission obtained to cut

trees (in No.)

Reference Permission Issuing

Authority Letter No. Date

1 Km. 14.000 to

Km. 59.300 3916 2249

734 01.10.11 The Collector,

Nagpur 1126

(Extended) 09.10.12

NHAI vide letter No. NHAI/PIU/PDN/Tree cutting/2011/976 dated 01.10.2011 has issued work order for cutting of trees in MP & MH section. The nos. of trees to be cut as per this order as follows:

Sr. No.

Section Stretch Status of trees (Nos.)

From To To be cut Felled Down (Up

to date)

1 Maharashtra Km. 14.000 Km. 59.300 3916 3720

2 Madhya Pradesh

Km. 137.000 Km. 150.000 719 712

Km. 151.000 Km. 165.000 1076 1065

Km. 165.000 Km. 213.400 2034 2014

Km. 213.400 Km. 257.400 4838 4790

Total (Nos.) 12583 12458

Consent for cutting of trees as per terms & conditions of this work order was given vide letter No. OSE/NHAI/NH-69/Pandhurna/2k 11/289 dated 01.11.2011. Almost 99% of trees are felled down in MP section except Badchicholi bypass where stay exists from High court, Jabalpur.


26

2.6 Utility Shifting

All the utilities coming in the construction of highway such as water supply pipelines bore wells, HT / LT electrical lines & telephone lines, etc has been shifted except in Teegaon&Badchicholi Bypass. In Teegaon bypass, land has been just obtained in April-14 and shifting of utilities is in progress. In Badchicholi bypass stay exists from High court, Jabalpur.

The details of estimate sanctioned by NHAI are given below:

Sr. No.

Type of Utility

Estimated Amount (in `)

Section Letter of approval of

Estimate by NHAI Letter of acceptance of

Concessionaire

1 Electrical

22,08,60,834 MH NHAI/PIU/PDN/Electrical Shifting/2011/68 dated 02.02.2011.

OSE/NHAI/NH-69/Utility Shifting/PDN/2k 11/137 dated 03.03.2011

9,69,27,298 MP Section (Km. 213.00 to Km.257.400)

NHAI/PIU/PDN/Electrical Shifting/2011/468 dated 27.05.2011. ONBHPL/NHAI/NH69/Padhurn

a/2k 11/187 dated 30.05.11.

8,61,05,540 MP Section (Km. 137.00 to Km.171.00)

NHAI/PIU/PDN/Electrical Shifting/2011/715 dated 21.07.2011.

5,40,64,890 MP Section (Km 171/00 to Km 231/400)

NHAI Letter No NHAI/PIU/PDN/Electrical Shifting/2011/326, dated 20.03.2012.

ONBHPL/NHAI/NH-69/Pandhurna/2K12/383 dated 21.03.2012.

1,50,66,754

MP Section (Clover Leaf at Ch. 5+917, 53+317, 55+494)

NHAI Letter No. NHAI/RO/MAH/PIU-Nagpur/Utility Shifting/2014/564, dated 13.06.2014

2 Water

99,36,927 MP Section (7 villages of Chhindwara)

NHAI/PIU/PDN/Electrical Shifting/2012/227 dated 02.03.2012.

ONBHPL/NHAI/NH69/Padhurna/2k 12/380 dated 20.03.12.

61,72,320

Ch. 76.00 to 79.00 in Chhindwara, MP (Tigaon Bypass)

Estimate is submitted by EE, PHE to NHAI on 12.12.12 and same has been forwarded to Competent Authority for approval by PIU, Pandhurna on 17.01.13. Approval is expected to receive very soon.

21,75,000 Pandhurna Bypass (at Km. 225.500)

Estimate is submitted by CMO, Pandhurna to NHAI on 25.06.12 and same has been forwarded to Competent Authority for approval by PIU, Pandhurna on 17.01.13. Approval is expected to receive very soon.

5,89,64,091 MH Section (Nagpur)

NHAI/PIU/PDN/WTR SPP Shifting/2011/715 dated 21.07.2011.

ONBHPL/NHAI/NH69/Padhurna/2k 11/369 dated 28.02.12.

Note: Further, in Teegaon Section highway is passing through bypass where no. of electrical poles to be shifted are much more than through existing road. Estimate given by MPPTCL to NHAI was forwarded to IE for review which has been reviewed by IE and sent to NHAI. It is requested to NHAI to approve the estimate and deposit the supervision charges to MPPTCL.


27

The present status of utility shifting as on date 30.06.2014 is as under:-

S. No.

Type of Utility

State

Estimated Amount

inRs.

Work Done Amount (Rs.)

% Progress of works

Remarks

1 Electrical MP 25,21,64,482 22,01,30,106 98.00%

Balance Work at Teegaon & Badchicholi

MH 22,08,60,834 19,39,97,059 92.00%

2 Water

Pipe Line

MP 99,36,927 52,25,169 90.00%

work executed but Payment is awaited from

NHAI since Mar-13

MH 5,89,64,091 4,80,74,636 90.00%

Note: Further 3.50 KM water pipeline estimate is still to be approved by RO, NHAI for ch. 76.00 to 79.00 in MP Section whereas the work is completed since long back. We have submitted the bill of this pipe line shifting for Rs. 59,68,817/- to NHAI vide our letter no. 770 dated 26.06.2014 after long waiting for approval of the same from NHAI. It shall be appreciated that in doing this work we compromised with the rate as estimate is based on SOR 2009-10 whereas work carried out in 2013.

2.7 Rehabilitation/Removal of Encroachment

Presently at site obstructions still exists. Identified encroachments has been attached as Annexure IX

2.8 Tests as per Schedule “I” of Concession Agreement As more than 95% of the Project Highway (Newly Constructed) has been completed, accordingly the tests has beenconducted by Independent Engineer’s representatives per Schedule “I” of Concession Agreement with due intimation to NHAI. The Status of Tests Conducted as per Schedule “I” of CA is enclosed herewith as ANNEXURE-XI


28

3.0) PROGRESS PRESENTATION

Strips Charts (Highway & Structure)

(Enclosed As per Annex-I)

& Details of Project Facilities

(Enclosed As per Annex-I (a))

&

Details and Status of Bus Bay and Bus Shelters, Truck Lay Bye & Way Side Amenities (Enclosed As per Annex-I (b))


29

4.0) MANPOWER (EPC CONTRACTORS)

Sr. No.

Type of Work

Staff

Engineers Surveyor/ Lab Tech./

Sup./HR/Store/P&M/Purchase Accounts

Total

A Highway works 60 78 138

B Structural Works 30 52 82

C Maintenance & Safety Works

10 13 23

D Other Works 64 275 339

E Driver /Operator /Helper 480 480

Total 164 898 1062

Organization Chart &Section-wise list of Manpower deployed at site is attached herewith as Annexure-II.

4.1) Major Equipments

Section-wise list of plant & machineries deployed at site is attached herewith as Annexure-III.


30

5.0) PREVENTION FROM SITE POSSESSION

At following locations the work could not be taken up due to following reasons

1. Balance Land acquisition Around 3.422 Ha additional landsare required for construction of way side amenities at Ch. 76+000 in MP section. BadchicholiBypass (MP): 9 no. of land owners have brought stay from High Court, Jabalpur due to which the work at Badchicholi is at stand still for indecisive time. Apart from this, again some of the land owners have gone in arbitration court due to dispute in compensation. As a matter of fact, SDM, Chhindwarahas also cancelled his possession letter. It is requested to NHAI to provide physical possession of land at the earliest to start work in Badchicholi Bypass with police protection. Toll Plaza at Ch. 23+000 (MH Section):Toll plaza work is yet not started due to law and order problem. Physical possession is required from NHAI to start the construction work at toll plaza with police protection. Around 10.215 Ha land is required in MH Section at Mankapur, Mankapur, ZingabaiTakli, Bokhara, Panjara, Dahegaon, Patansawangi, Bourjwada, Saoner, BhagiMahari, Khursapar, Pardi, etc. for the construction of service road, drain etc.

2. Clearance of forest area

Total forest area has been handed over to NHAI in MP by forest department where road has been constructed. In MH Section, 2nd stage forest clearance obtained from Authority on dated 21.02.2014 vide letter No. 6-MHB-141/2011-BHO/426, where the work is started.


31

5.1) Status of approvals from Government agencies / Ministry / Departments

Applicable Permits as per Annexure-V


32

5.2) Status of Approvals / Instructions f rom Project Company / Independent

Engineer

S. No

Company Name Product ONBHPL Letter no

Dated Remarks NHAI /IE

Letter No. Date

d

1 SPS Steel Rolling Molls, TMT Steel 110 24-Jan-11 Approved by

NHAI 463

26.05.11

2 Shri BajrangMetalllics and Power Ltd.(Goel TMT)

TMT Steel 154 29-Mar-11 Approved by

NHAI 45

12.01.12

3 MSP Steel&Power Ltd. Kolkata TMT Steel 124/25

9 17.02.11 26.09.11

Approved by NHAI

1111

16.11.11

4 Real Ispat& Power Ltd(Urla Division) TMT Steel 416A

01.06.12

Approved by IE

194

04.06.12

5 M/s Rama Power & Steel Pvt. Ltd. TMT Steel 164 29.03.12 Approved by

IE 207

30.06.12

6 Orient Cement Cement 119 02-Feb-11 Approved by

NHAI 711

19.07.11

7 Kesoram cement Cement 122 17-Feb-11 Approved by

NHAI 71

16.01.12

8 Ultra Tech Cement Cement 212 14.04.11 Approved by

NHAI 743

01.08.11

9 JP Cement Cement 31 02.02.2012 Approved by

IE 08

22.02.12

10 Birla Gold cement Cement 226 29-July-

2011 Approved by

IE 11

24.02.12

11 ACC Limited (Cement) Cement 136 03-Mar-11 Approved by

IE 42

24.03.12

12 M/s Durga Cement Pipe Factory Multai

Hume Pipe 103 12-Jan-11 Approved by

NHAI 626

01.07.11

13 M/s Matatoli Cement works Gondia Hume Pipe 108 17.01.11 Approved by

NHAI 1164

28.11.11

14 Navyug Cement Products&IndustriesPvt.Ltd.

Hume Pipe 117 31-Jan-11 Approved by

NHAI 660

08.07.11

15 M/s Raghuwanshi Cement Pipe Industries Betul

Hume Pipe 210 13-Jul-11 Approved by

NHAI 1180

29.11.11

16 M/s Anand Enterprises Hume Pipe 351 06-Jan-12 Approved by

IE 28

06.03.12

17 Saskhi chemical Nagpur Chemical Products 113 28-Jan-11 Approved by

NHAI 529

14.06.11

18 Black Cat Enterprises Pvt. Ltd Nagpur Chemical Products 118 31-01-11 Approved by

NHAI 648

08.07.11

19 Fosroc Chemicals (india) Pvt. Ltd. Chemical Products 140 05-Mar-11 Approved by

NHAI 1087

08.11.11

20 KunalConchem Pvt. Ltd. Chemical Products 142 10-Mar-11 Approved by

NHAI 1040

19.10.11

21 RheoplastTechnologytm Pvt. Ltd.

Chemical Products 142 10-Mar-11 Approved by

NHAI 1054

24.10.11

22 ChokseyCemicals Pvt. Ltd. Chemical Products 242 22-Aug-11 Approved by

NHAI 87

19.01.12

23 UltraconInrachem (P) Ltd. Chemical Products 125 23.04.12 Approved by

IE 296

28.08.12

24 The FreyssinetPrestressed Concrete company Ltd .

Pre-stressing Materials – H.T. Steel

Strands 309 29-Nov-11

Approved by NHAI

28

09.01.12


33

S. No



Letter No. Date

d

25 Dynamic Prestress (India) Ltd., Navi Mumbai

Pre-stressing Materials.Bearings

274 / 024

07/10/11 27/01/12

Approved by IE

04

09.02.12

26 Sanfield (India) Limited, Bhopal (MP) Expansion Joints and

Bearings 275 07-Oct-11

Approved by NHAI

99 108

30.01.12 07.05.12

27 M/s Tricon Polymer Pvt. Ltd. M/s Ansuk Polymer Pvt. Ltd

Expansion Joints and Bearings

214 07.07.12 Approved by

IE 267

09.08.12

28 Akar Engineers PQC Joint Filling 253 20-Sep-11 Approved by

IE 73

13.04.12

29 Dow Corning India Pvt. Ltd. PQC Joint Filling 311/08

0 29/11/11 27.03.12

Approved by IE

80

16.04.12

30 IWL India Ltd Mumbai Bitumen Emulsion 202 04-July-11 Approved by

IE 85

21.04.12

31 M/s Iconic Bituminous Pvt. Ltd. Indore Bitumen Emulsion 172 06.06.12 Approved by

IE 205

25.06.21

32 M/s Offshore Bitumen Bitumen Emulsion 183 291

12.06.12 28.08.12

Approved by IE

224 224-A

10.07.12 10.07.12

33 Tanya Industries Bitumen Mastics 214 365

18-07-11 13-10-12

Approved by IE

378

16.10.12

34

TenaxRivel System Reinforced soil wall &

Steep slopes 484

527

10-01-13 02-02-13

Approved by IE

611 14.02. 13

35 M/s ThakkarsonsRol Forming Pvt. Ltd. Metal Beam Crash

Barriers 602 10-03-13

Approved by IE

710 02.04.13

36 Unimet Profile Pvt.Ltd. New Delhi 587 27.02.2013 Approved by

IE 1042

30.10.2013

37 M/s Hill & Smith Infrastructure Products India Pvt. Ltd.

Brifen Wire rope safety fence

569 22.02.13 Approved by

IE 808

23.05.13

38 M/s Root Marketing Agencies Traffic Sign Boards 609 14.03.13 Approved by

IE 711

02.04. 13

39 M/s. 3M India Ltd. Shree Febhem Industries

Cat eye/ Road Stud 657 25.04.13

Approved by IE

812 24.05.13

40 M/s. ECE India Amravati Solar Blinker

722 02.07.2013 Approved by

IE 882

08.07.13

41 M/s Jain Irrigation Systems Ltd. Optical Fiber Cable 889 12.02.2014 Approved by

IE 1247

04.03.14

42 M/s SRMB Srijan Limited Kolkata TMT Steel 107/29

2 14-01-

1128.08.12 Reminder

43 Shyam DRI Power Limited TMT Steel 110 24-Jan-11

44 Mahendra Strips Pvt.Ltd TMT Steel 110 24-Jan-11

45 MangalaIspat (Jaipur) Limited TMT Steel 128 25-Feb-11

46 Infrastructure Products & Services TMT Steel 128 25-Feb-11

47 Shyam Steel Industries Ltd. TMT Steel 133 01-Mar-11

48 Fortune Metalics Ltd. TMT Steel 154 29-Mar-11

49 M/s SulSteelPvt Limited, Kolkatta, TMT Steel 168 02-May-11

50 M/s Ram Kumar Suresh, Satna (M.P) TMT Steel 171 05-May-11

51 Jai Balaji Industries Limited TMT Steel 191 10-Jun-11

52 Rathi Iron And Steel Industries Ltd TMT Steel 241 22-Aug-11

53 A.C. Strips (P) Ltd TMT Steel 245 31-Aug-11


34

S. No



Letter No. Date

d

54 Bhagwati Ferro Metal Pvt. Ltd. TMT Steel 43 13.02.12 ONBHPL_IE

55 Mahalaxmi TMT Pvt Ltd. TMT Steel 62 06.03.12 ONBHPL_IE

56 Fourtune TMT TMT Steel 417 24.11.12

57 Prism Cement Ltd. Cement 122 294

17-02-11 28.08.12

Reminder

58 India Cement Limited, Pune Cement 170 05-May-11

59 Birla shakti cement Cement 177 14-May-11

60 Shree Cement Cement 401 07.11.12 ONBHPL_IE

61 Birla Cement Cement 458 25.12.12

62 Structural Waterproofing Co. Pvt. Ltd. Chemical Products 142 10-Mar-11

63 Adoadditives Technology Pvt. Ltd. Chemical Products 142 10-Mar-11

64 BASF Construction Chemicals (India) Pvt. Ltd.

Chemical Products 142 10-Mar-11

65 CICO Technologies ltd. Chemical Products 260 22-Sep-11

66 Shalimar Tar Product Ltd. (STP Ltd) Chemical Products 249 342

30.07.12 03.10.12

67 Tinna Overseas Limited New delhi Admixtures 287 24.08.13 ONBHP_IE

68 A R Thermosets Pvt Ltd Kanpur Bitumen Emulsion 201 04-July-11 ONBHP_NH

AI

69 Bharat Petroleum Corporation ltd. Bitumen Emulsion 151 23.05.12 ONBHP_IE

70 Phoenix Corporation PQC Joint Filling 254 20-Sep-11

71 Momentive Performance Materials (India) Pvt. Ltd

PQC Joint Filling 318 05.12.11

72 Sika India Pvt. Ltd New Delhi PQC Joint Filling 113 18.04.12

73 Usha Martin Ltd., Kolkata Pre-stressing

Materials.(Bars) 274 / 095

07/10/11 06.04.12

Reminder

74 ‘M/s D. P. Wires Pvt. Ltd., Ratlam (MP)’

Pre-stressing Materials – H.T. Steel

Strands 293 11-Nov-11

75 Polymer Products, Navi Mumbai (MS) Elastomeric Bearing 275 07-Oct-11

76 M/s Ameenji Rubber Pvt. Ltd. Secunderabad

Elastomeric Bearing & POT/PTFE

69 21.03.12

77 M/s Hercules Structural Systems Pvt. Ltd

Expansion Joints and Bearings

213 07.07.12

78 Kanta Rubber Pvt. Ltd. Expansion Joints and

Bearings 231 07.07.12

79 VigyashreeSharoda Infrastructure Ltd. Expansion Joints and Structural Bearings

260 06.08.12 ONBHPL_IE

80 SaiSiddhanath Construction Road Marking & Traffic road sign

board 310 29-Nov-11

ONBHPL_IE

81 Safety First New Delhi Thermoplastic road

Marking 563 19.02. 13

ONBHPL_IE

82 M/s Kataline Nagpur Road Marking paint 600 10.03. 13

83 M/s Automark Nagpur Road Marking paint 601 10.03.13 ONBHPL_IE

84 M/s White Line Road Marking paint 604 10.03. 13 ONBHPL_IE


35

S. No



Letter No. Date

d

85 M/s Glaze Engicon Pvt. Ltd. Road Marking paint 603 10.03. 13 ONBHPL_IE

86 Oscar Safety Solutions Road Marking paint 621 22.03.13 ONBHPL_IE

87 M/s Asian Paints Ltd. Road Marking paint 636 11.04.13 ONBHPL_IE

88 M/s Berger Paints India Ltd. Road Marking paint 637 11.04.13 ONBHPL_IE

89 Art Infra Solutions Private Limited

Bitumen Emulsion Road Marking

Metal beam crash barriers

208 02.07.12

ONBHPL_IE

90 ShIspatUdyog Pvt. Ltd. Metal Beam Crash

Barriers 562

19.02.2013

ONBHPL_IE

91 Hi Tech Pipe Ltd.U.P. Metal Beam Crash

Barriers 570 22.02.13

ONBHPL_IE

92 MetalmeccanicaFracasso Pvt. Ltd. Multai

Metal Beam Crash Barriers

571 22.02.13 ONBHPL_IE

93 Aricon Guardrails Pvt. Ltd. Metal Beam Crash

Barriers 572 22.02.13

ONBHPL_IE

94 N.S.Rolling Steel Pvt . Ltd. Metal Beam Crash

Barriers 573 22.02.13

ONBHPL_IE

95 M/s Novelty Power &Infratec Ltd. Metal Beam Crash

Barriers 605 10.03.13

ONBHPL_IE

96 Deep Polymers Nagpur Bridger Expansion Joints Filler Board

(Mastic pad) 123 22.04.12

97 Supreme Industries ltd. Bridger Expansion Joints Filler Board

(DURABoard) 130 30.04.12

ONBHPL_IE

98 Black Cat Enterprises Pvt. Ltd Nagpur AC Cable 296 29.08.12 ONBHPL_IE

99 Rama Retrorefectives Retroreflectives 440 11.12.12 ONBHPL_IE

100 JB Enginnering 32mm RE Bar coupler. 443 13.12.12 ONBHPL_IE

101 M/s Asian Paints Ltd

636 11.04.2013 ONBHPL_IE

102 M/s Avery Dennison (India) Pvt. Ltd., Cat eye/ Road Stud 655 24.04. 13 ONBHPL_IE

103 M/s Kridhan Infra Solution Pvt.Ltd. Couper Joint 658 25.04.13 ONBHPL_IE

104 M/s. Dhani Ram & Company Solar Blinker 693 22.05.13 ONBHPL_IE

105 M/s Suryashakti Energy Resources (P) Ltd. Delhi

Solar Lighting 770 28.08.2013 ONBHPL_IE

106 M/s Surja Lighting Nagpur Solar Lighting 770 28.08.2013 ONBHPL_IE

107 M/s Philips Electronics Ltd. Solar Lighting 770 28.08.2013 ONBHPL_IE

108 M/s Hi Tech Pipe Ltd. Metal Beam Crash

Barriers

1904

(MH) 16.01.2014 ONBHPL_IE


36

2. Use of fly ash in the construction of highway:-

As per the instructions of NHAI received vide letter No. NHAI/PIU/PDN/2011/346 dated15.04.2011, we are procuring the fly ash from NTPC Sarni, MP. The source is approved by IE vide letter No. IE/TL/OSE/2012/52 dated 28.03.2012.

We are lifting the fly ash from nearest thermal power plants with our own set up and also engaged few contractors / transporters to supply the fly ash in the compliances of NHAI circular & SP 58. So far we have consumed 17,39,564 Cum Fly ash in the entire project i.e. 5,20,184 cum & 12,19,380 Cum in MP and MH respectively from nearest thermal power in the construction work of NH-69. Fly ash work in MP Section has been finished.

MP SECTION

Locat ion Sect ion

Quantity Ut i l i zed

(Cum) Remarks

This

Month Upto Date

Km 0 - 1 MP - 2193

Km 1 - 2 MP - 10047

Km 2 - 5 MP - 123

Km 5 - 6 MP - 20516

Km 6 - 7 MP - 7122

Km 7 - 8 MP - 15808

Km 8 - 10 MP - 34559

Km 10 - 11 MP - 88272

Km 11 - 12 MP - 28961

Km 12 - 95 MP - 98001

Km 95 - 95 MP - 997

Km 95 - 99 MP - 527

Km 99 - 103 MP - 144957

Km 103 - 104 MP - 2863

Km 104 - 105 MP - 943

Km 105 - 113 MP - 837

Km 113 - 114 MP - 3176

Km 114 - 115 MP - 2399

Km 115 - 117 MP - 54679

Km 117-

117.822

MP - 3203

Total 520184

MH SECTION

Locat ion Sect ion

Quantity Ut i l i zed

(Cum) Remarks

This

Month Upto Date

Km 3–23 MH 19947 379376

Km 23– 59.647 MH 0 840004

Total 1219380


37

6.0 Payment s i tuat ion (Amount due / payable for change in scope, change in

Law addit ional work etc .

Sr. No.

Particulars Approx. Amount in Rs. Remark

1 Increase in rates of Excise duty and Service Tax

Yet to be calculated. Ref. ONBHPL letter No. 397 dated 18.04.2012.

2 Change in Service Tax liability for utility shifting works

Rs.2,42,35,897/- Ref. ONBHPL letter No. 547 dated 17.12.2012.

38

7.0 PROGRESS OF WORK STATUS OF STRUCTURES

Total

Total

Compl

eted

MP MHMP &

MHMP MH MP MH MP MH

MP &

MHMP MH

1.

Pipe Culverts 78 84 162 0 0 2 0 76 84 160 2 0

2.

Slab / Box

Culverts117 3 120 0 0 1 0 116 3 119 1 0

3.

Minor Bridges 36 18 54 0 1 1 0 35 17 52 1 1

4.

Major Bridges 9 2 11 1 0 0 0 8 2 10 1 0

5.

VUP 8 3 11 0 0 0 0 8 3 11 0 0

6.

PUP 16 8 24 0 0 1 0 15 8 23 1 0

7.

Grade Separator 3 3 6 0 1 0 0 3 2 5 0 1

8.

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

9.

TOTAL 268 126 394 1 3 5 0 262 123 385 6 3

Total Completed Total Completed

(Rmt) (Rmt) (Rmt) (Rmt)

1 1692.600 1577.600 1075.90 985.510

2 218.000 211.800 66.400 66.400

3 609.800 569.800 22.000 22.000Box & Slab Culverts

MH SECTION

Balance for

CompletingSr.

No.Type of Structure

Total Scope

(Nos)

Work in

Progress

Work to be

StartedCompleted

MP SECTIONSTRUCTURE LENGTH COMPLETED

MJB, MNB, Intersections, ROB's

VUP, PUP, Overpass


39

STATUS OF HIGHWAY ROADWORK

Total

Length

Total Length

Completed

Total Length

Completed

LHS RHS 2-Lane LHS RHS LHS RHS LHS RHS 2-Lane 4-Lane LHS RHS LHS RHS

1.

Clearing

&

Grubbing

170.639 170.639 341.278 115.030 115.030 55.140 55.140 170.170 170.17 340.340 170.17 99.73 99.73 0.469 0.469

2.

Embankm

ent170.639 170.639 341.278 114.580 114.470 55.140 55.140 169.72 169.61 339.330 169.665 99.46 99.40 0.919 1.029

3.

Sub-

grade170.639 170.639 341.278 114.270 114.180 54.540 54.540 168.81 168.72 337.530 168.765 98.93 98.88 1.829 1.919

4.

GSB 170.639 170.639 341.278 114.210 114.140 54.540 54.540 168.75 168.68 337.430 168.715 98.89 98.85 1.889 1.959

5.

WMM 95.123 95.123 190.246 37.660 38.310 54.540 54.540 92.2 92.85 185.050 92.525 96.93 97.61 2.923 2.273

6.

DLC 74.113 74.113 148.226 74.113 74.113 0.000 0.000 74.113 74.113 148.226 74.113 100.00 100.00 0 0

7.

PQC 74.113 74.113 148.226 74.113 74.113 0.000 0.000 74.113 74.113 148.226 74.113 100.00 100.00 0 0

8.

DBM 95.123 95.123 190.246 36.210 35.570 54.015 54.540 90.225 90.11 180.335 90.1675 94.85 94.73 4.898 5.013

9.

BC 95.123 95.123 190.246 35.570 35.570 52.890 52.890 88.460 88.460 176.920 88.46 93.00 93.00 6.663 6.663

NOTE :- Total Length of 2-Lane Highway Completed for opening traffice on PQC & B.C. Work is 343.644 Km against 349.024 Km. i.e. 98.46%

Percentage (%)

Completed

Balance Length MP

& MH (Km.)Sr.

No.

Type of

Activity

Total Km.MP Completed Length

(Km.)

MH Completed Length

(Km.)

Total Completed MP & MH

Length (Km.)

40

COMPLETED 4-LANE STRETCHES IN MP SECTION

From To Length (Meter) Side Remarks

00+000 79+480 79480 00+000

79+530 81+360 1830 79+530

81+420 110+800 29380 81+420

113+180 117+822 4642 113+180

TOTAL (KM) 115.332

COMPLETED 4-LANE STRETCHES IN MH SECTION

From To Length (Meter) Side Remarks

02+950 04+460 1510 B/S

04+500 05+090 590 B/S

05+250 59+640 54390 B/S

TOTAL (KM) 56.490

TOTAL LENGTH COMPLETED (MP & MH) - 171.822 KM. PERCENTAGE (%) LENGTH COMPLETED - 98.46 %


41

8.0) QUALITY CONTROLL REPORT

The fully equipped Laboratory is established since start at the entire stretch of the project, at following locations:- MH Section (Km. 3+000 to Km. 59+647) :- 1. Km. 15+600 LHS 2. Km. 23+000 RHS 3. Km. 52+500 RHS MP Section (Km. 0+000 to Km. 117+400):- 1. Km. 15+000 RHS 2. Km. 58+340 RHS 3. Km. 97+270 LHS The list of Laboratory Equipment’s of Individual laboratories are enclosed as Annexure IV (a) All the required and relevant laboratory tests excluding Independent Tests have been carried out at the laboratories as per MoRTH Specifications Section 900. The Status of QA-QC report is attached herewith as Annexure IV All Independent Tests are also being carried out from Third Party as per schedule I of CA.


42

09.0) POTENTIAL ISSUES (List out delay due to various reasons, change in scope, Force Majeure, change in Law, delay in approvals etc.)

Sr. No.

Issues Status Expected assistance

/ Support from NHAI/IE

1 Bypass Dispute

1.1 Teegaon Bypass

Electrical utilities coming under construction of highway are to be shifted. Estimate given by MPPTCL to NHAI was forwarded to IE for review which has been reviewed by IE and sent to NHAI. It is requested to NHAI to approve the estimate and deposit the supervision charges to MPPTCL.

In Teegaon bypass, still compensation for some persons are yet to be paid (title dispute). We however, with due consent and cooperation of land owners constructed the highway which is appreciable.

Further, approval of estimates for shifting of water supply line (from Ch. 76+000 to Ch. 79+000) for village road amounting `61,72,320 from Competent Authority is still pending, whilst work has been executed under supervision of PHE Department compromising with the rate as estimate is based on SOR 2009-10 whereas work was carried out in the year 2013.

Estimate to be approved

1.2 Bad Chicholi

NHAI vide letter no. 2171, dated 01.08.2013 issued letter of handing over of land in Badchicholi Village “On Paper not On Ground”, accordingly concessionaire started clearing & grubbing work at site, but work could not proceed due to strong protest of land owners demanding compensation of land & crop on current rate. As well as SDM, Pandhurna has cancelled possession letter

Meanwhile, 9 no. of land owners have brought stay from High Court, Jabalpur due to which the work at Badchicholi is at stand still for indecisive time. Apart from this, again some of the land owners have gone in arbitration court due to dispute in compensation. It is requested to NHAI to provide physical possession of land at the earliest to start work in Badchicholi Bypass with police protection. Concessionaire again requested IE vide letter no. 910 dated 25.02.2014 to impress upon NHAI for physical possession in Badchicholi bypass and IE forwarded the same to NHAI vide letter no. 388 datd 27.02.2014 with a request for providing physical possession to start the work at the earliest.

Stay to be Vacated and possession to be

given by NHAI

2 Clover leaf of GS

GS 5+917: Clover leaf constructed by adjusting it within available land. At small portion of this clover leaf, land acquisition is under process where area lighting cannot be done till compensation disbursement.

GS 53+317: The work of construction of loop and ramp are going on in full swing out of which in loop A, some land of 5 persons were left out for acquisition for which 3 (A) was sent to NHAI by SDM, Betul 2 months back even though it is still pending for approval and publication in Rajpatra. We however are carrying out the work on these lands with the assurance to the land owners that within 3 months we shall provide land compensation to them from NHAI. But due to delay in compensation, now they are losing patience and are becoming hostile and started threatening of stoppage of work

NHAI is requested to resolve the issue at

earliest.

3 Way Side Amenities

WSA at Km 76+000:3D published in gadget notification on 23.12.2013 and on local newspaper on 11.01.2014.

Award is to be preparedand compensation to be disbursed to land & after that physical possession shall be required.

Compensation to be disbursed.


43

4

Skipped Lands on Project Highway, in GS, Toll Plaza, WSA etc.

The issue pertaining to delay in publication of 3(A) of missed out land has become the burning problem now, since the land owners whose land were missed out in the process of LA and thereby refrained from compensation are losing patience day by day and already threatened our work force as we are carrying out the work in their lands with assurance of compensation from NHAI within short span of time. In this regard, we wrote letter to NHAI vide letter no. 740 and reminded vide letter no. 767, 13.06.2014 with request for immediate land acquisition. The details of such missed out lands are given below:

Name of

the village

Survey

number

Type of

land

Nature of

land

Area

(Ha.) Remarks

Nagarkot 274/4 Private Agriculture 0.043

Kundai

174/3 Private Agriculture 0.046




Kharsali


10/5 Private Agriculture 0.046 10/6 Private Agriculture 0.046





Multai

1184 Private Agriculture 0.023

























Kamath












NHAI is requested to complete the land

acquisition process at earliest.


44

Khambara
















Parmandal 140/3 Private Diverted 0.204

Patakheda




Belmandai 226/2 Private Diverted 0.400

Ambada 464/3 Private Agriculture 0.002


Nayagaon 263/2 Private Diverted 0.175

5

Closing of unwanted median opening

IE vide letter no. 1211 expressed his concern for closing of unwanted median openings on the project highway. Concessionaire vide letter no. 903 dated 20.02.2014 clearly stated that these median openings have been provided as per instruction received from local bodies&under political pressure. So a meeting is required to be organized with local leaders and local public before closing authorized openings. After that police protection is required to close these median openings.

NHAI is requested to organize a meeting with locals to sort out the issue and provide police protection

6 Blockage of earthen drains

At numerous locations the earthen drains has been covered with soil / boulders by local villagers / land owners to convert it as access to their residence / farming land, thus, losing the benefits which can be driven from the drains especially during rainy seasons. This issue has been brought to Authority's notice vide our letter no. ONBHPL/NHAI/NH-69/Pandhurna/2K13/718 dated 25th Nov. 2013.

Solution to be given by NHAI

7 Toll Plaza at Ch. 23+000 MH Section

Toll plaza work is yet not started due to law and order problem. Physical possession is required from NHAI to start the construction work at toll plaza with police protection.

Kindly resolve the problem on top priority

8

Supervision charges for Shifting of Electrical Lines within construction zone of highway

Supervision charge for shifting of Electrical lines at Clover leaf of GS 5+917, 53+317 & 55+500 has been deposited by NHAI to MPPTCL, but the same for Teegaon Bypass is yet to be deposited. However, the lines are being shifted in Teegaon Bypass with due cooperation of MPPTCL and electrical contractor, but the supervision charges to be deposited immediately.

Supervision charges to be deposited by NHAI


45

9 Change of scope (COS)

A. COS I (PUP with Slip Road at Ch. 50+420 & 66+000): Pursuant to NHAI Letter No. 4037, dated 24.01.2014, COS I with detailed submitted by us to IE vide our letter no. 1052, dated 14.06.2014 amounting Rs. 3,45,45,837/-.

B. COS II (Construction of Teegaon Bypass): In reference to NHAI letter no. 2718, dated 12.09.2013, COS II with detailed estimate amounting Rs. 16,06,13,318/- submitted vide our letter no. 1057, dated 18.06.2014

C. COS III (PUP 29+157 & 49+177):In reference to NHAI letter no. 4037, dated 24.01.2014, COS III with detailed estimate submitted by us to IE vide our letter no. 3270, dated 02.07.2014 amounting Rs. 2,05,60,300/-

D. COS IV (PUP 10+210 & 13+420): COS in principal approval was conveyed to us vide letter no. 4037 dated 24.01.2014 for which detailed estimate shall be submitted by us soon.

E. COS V (Construction of New Hume Pipe Culvert in Betul Town):Pursuant to NHAI Letter No. 4037, dated 24.01.2014, COS V with detailed estimate submitted by us to IE vide our letter no. 1053, dated 14.06.2014 amounting Rs. 42,02,027/-.

COS V (Slip Road at Ch. 76+860): Pursuant to NHAI Letter No. 4037, dated 24.01.2014, COS V for slip road at Ch. 76+860 with detailed estimate has been submitted by us to IE vide our letter no. 1063, dated 21.06.2014 amounting Rs. 84,19,639/-.

F. COS VI (Additional PUPs at Km 4+162 & Km 4+477): Pursuant to NHAI Letter No. 4474, dated 03.03.2014, COS VI with detailed estimate has been submitted by us to IE vide our letter no. 3279, dated 04.07.2014 amounting Rs. 2,61,96,921/-.

G. COS IA (Slip Road at PUP 58+525, 104+535 & 107+174): These three locations were the minimum inescapable requirement to provide access at the PUP locations over and above the requirements of service roads stipulated in Schedule-B:and which were strongly recommended by your office and probably inadvertently missed out at HQ, NHAI. Accordingly work executed at site and detailed estimate submitted by us to NHAI vide our letter no. 771 dated 28.06.2014 for Rs. 2,63,37,687/-

H. As per instruction of CGM (T), NHAI, RO, Maharashtra on request of Sri Sukhdev Panse, Hon’ble MLA, proposal and cost estimate for slip road in all four side & RCC drain at PUP Ch. 43+588 has been submitted by Concessionaire vide letter no. 658, dated 24.07.2013 under article 16 (Change of Scope), for which approval is awaited to start the work

I. As per instruction of Railway, to proceed with the construction of ROB using composite girder instead of PSC girder in railway span, we had commenced the work of ROB with said arrangement of composite girder but change of scope for the same is yet to be issued by NHAI.

J. Change of scope in MH Section: A. Culverts &PUP:- (v) Ch. 10+185 (Box Culvert–Reconstruction of Existing Box culvert)

B. RE wall about 900 m at Km. 10+210 C. Retaining Wall at Km 13+420 D. Service Road – Causeway in CA (B/S), but converted in to Box Culvert E. 13+450 HPC 1200mm Dia Single ROW G. Median Kerb Painting Work: Median kerb painting work which is not in our scope, we are executing under pressure keeping in view impending PCOD/COD but simultaneously await issuance of COS order under Article 16 of CA.

NHAI/IE is requested to expedite the same and issue necessary

change of scope order under article

16 of CA.


46

10.0) TRAFFIC MANAGEMENT & ROAD SAFETY

1. Traffic Management Plan for safety in construction zone, incorporating requirements of MORTH &

IRC specifications has been submitted to NHAI & IE for approval on 13.01.2012 & 06.04.2012 respectively.

2. A dedicated team comprising of Safety Manager (01 No.) and Safety Officers (3 Nos.) is deployed at site.

3. Mr. Prateek Thakkar is working as Environment & Safety Engineer.

4. Cautionary signages are fixed,wherever required.

5. Sand bags at construction works are placed with sticking radium stickers, wherever required.

6. Bituminous treatment for temporary diversion roads is provided, wherever required.

7. Provision of railing & crash barrier at location of deep roadway excavation, wherever required.

8. Safety nets, ribbons & barricading with iron sheets painted with retro-reflective paint are provided wherever required.

9. At Structures locations proper diversions is made for channelized and smooth dispersals of traffic.

10. M/s. Lion Engineer has been appointed as Safety Consultant by Authority on 09.01.2014. The Safety consultant has visited the site and hasgiven some observations which have been complied with.

11. The Road Safety week has been organized by the concessionaire from11.01.2014 to 17.01.2014across the project site which includes free Eye Test Camp, Blood Donation Camp, Road Safety Awareness Program in school as well among the villagers / road users by distribution of pamphletsetc.

12. NHAI has dedicated the Nagpur – Saoner – Betul Project NH-47 (Old NH-69) Road to the Nation whereas more than 95% of the Highway has been completed and opened to traffic.

13. Safety workshop has been organized by NHAI on 02nd of June'14 at Hotel pride in Nagpur where IE & Concessionaire's representative were present.

14. In deep cutting section, rockfall netting arrangement has been adopted and the work awarded to M/s Gareware-wall Ropes Ltd., Pune.


47

11.0) MILESTONE

Status of Mi lestones

Milestone No.

Work Value (%) Date of

Milestone Achieved

Date Status

1 10% of Financial

Package 18-Jul-2012. 31-May-2012

Achieved& Ahead from Scheduled

2 35% of Financial

Package 13-Jul-2013. 31-Dec-2012


3 70% of Financial

Package 18-Jul-2014. 30-June-2013



48

12.0) WEATHER REPORT

(As per enclosed Annex-VII)


49

13.0) DISAGREEMENTS, DISPUTES SUSPENSIONS

A . Disagreements N/A.

B. Dispute N/A.

C. Suspensions:


50

14.1) PHYSICAL & FINANCIAL PROGRESS, DETAILS OF ACCIDENT DATA, DETAILS OF DEBRIS REMOVAL, ENCROACHMENT AND CLEANLINESS

Attached as Annexure – VIII


51

14.2)Strip chart showing hindrances (MP & MH Section)

Attached as Annexure - IX


52

15) SITE VISIT & PROGRESS REVIEW MEETINGS

Site Visit &Progress Review Meeting:- The Site visit was held on 18th June 2014 in MP Section and on 19th June 2014 in MH Section. The Progress review meeting of entire section (MP & MH) was held on 19th June 2014 at Oriental Camp, Waki Road, Patansaongi, Tehsil – Saoner, District – Nagpur (MH) chaired by Mr. Sher Mohd. Siddhiqui, Team Leader, Independent Engineer. In the meeting Mr. J P Gupta, Director (Projects), Mr. J. P. Tiwari, Project Director (E), ONBHPL, Mr. P. Chandrasekhar – SPM MP Section, ONBHPL, Mr. Harnek Singh, CPM (E), OSEPL, Mr. S K Jha – Team Leader PMC, and Other IE Staff as well OSEPL Staff were present.


53

16) STATUS OF NCR

Most of the NCRs issued by Independent Engineer has been complied by the Concessionaire/EPC contractor and also closed by Independent Engineer. The status of issuance of NCR, its compliance and closure by IE is appended as Annexure X.


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17.0) SITE PHOTOGRAPHS

Attached as Annexure - XII

Documents

Monthly Progress Report - Online PIU Information …nhai.org.in/spw/ConcessionaireDetails/MPR Report June...Monthly Progress Report Submittedto: FrischmannPrabhu (India)Pvt. Ltd. For