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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
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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
5.570 7.150 1.580 A Concentric Widening with SR
7.150 7.465 0.315 A' Approach
7.465 7.505 0.040 ROB
7.505 7.820 0.315 A' Approach
7.820 12.410 4.590 A Concentric Widening with SR
12.410 12.470 0.060 Major Bridge
12.470 13.300 0.830 A Concentric Widening with SR
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
17.160 18.200 1.040 A Concentric Widening with SR
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)
25.400 32.600 7.200 E LHS Widening (4.5 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.
Monthly Progress Report- June 2014
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
17 44.060 46.200 2.140 E 44.060 46.200 2.140 E LHS Widening (4.5 m Median)
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
19 46.500 47.600 1.100 E 46.500 47.600 1.100 E LHS Widening (4.5 m Median)
20 47.600 47.800 0.200 B 47.600 47.800 0.200 E LHS Widening (4.5 m Median)
21 47.800 48.100 0.300 E 47.800 48.100 0.300 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)
24 48.250 48.500 0.250 F 48.250 48.500 0.250 F LHS Widening with SR (Rural- 1.2 m Median)
25 48.500 49.200 0.700 F 48.500 49.200 0.700 F LHS Widening with SR (Rural- 1.2 m Median)
26 49.200 49.500 0.300 F 49.200 49.500 0.300 F LHS Widening with SR (Rural- 1.2 m Median)
27 49.500 49.600 0.100 F 49.500 49.600 0.100 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
50.180 50.500 0.320 E LHS Widening (4.5 m Median)
50.500 50.700 0.200 E LHS Widening (4.5 m Median)
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
51.250 55.100 3.850 E LHS Widening (4.5 m Median)
32 55.100 55.800 0.700 55.100 55.800 0.700 B New Alignment
33 55.800 56.380 0.580 E 55.800 56.380 0.580 E LHS Widening (4.5 m Median)
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)
Monthly Progress Report- June 2014
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
14.450 14.500 0.050 I Reconstruction
14.500 15.000 0.500 H New Alignment
15.000 15.050 0.050 I Reconstruction
4 15.050 17.900 2.850 I 15.050 17.900 2.850 I Reconstruction
5 17.900 18.550 0.650 H 17.900 18.500 0.600 H New Alignment
18.500 18.550 0.050 I Reconstruction
6 18.550 19.000 0.450 I 18.550 19.000 0.450 I Reconstruction
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
8 19.700 19.950 0.250 I 19.700 19.950 0.250 I Reconstruction
9 19.950 20.200 0.250 H
19.950 20.000 0.050 I Reconstruction
20.000 20.150 0.150 H New Alignment
20.150 20.200 0.050 I Reconstruction
10 20.200 20.450 0.250 I 20.200 20.450 0.250 I Reconstruction
11 20.450 20.850 0.400 H 20.450 20.500 0.050 I Reconstruction
20.500 20.850 0.350 I Reconstruction
12 20.850 21.000 0.150 I 20.850 21.000 0.150 I Reconstruction
13 21.000 25.350 4.350 H
21.000 21.100 0.100 I Reconstruction
21.100 25.050 3.950 H New Alignment
25.050 25.100 0.050 I Reconstruction
25.100 25.350 0.250 I Reconstruction
14 25.350 25.700 0.350 I 25.350 25.700 0.350 I Reconstruction
15 25.700 26.500 0.800 H
25.700 25.750 0.050 I Reconstruction
25.750 26.400 0.650 H New Alignment
26.400 26.500 0.100 I Reconstruction
16 26.500 27.000 0.500 I 26.500 27.000 0.500 I Reconstruction
17 27.000 27.600 0.600 J 27.000 27.600 0.600 J Reconstruction with SR
18 27.600 28.800 1.200 I 27.600 28.800 1.200 I Reconstruction
19 28.800 29.100 0.300 H
28.800 28.850 0.050 I Reconstruction
28.850 29.050 0.200 H New Alignment
29.050 29.100 0.050 I Reconstruction
20 29.100 39.650 10.550 I 29.100 39.650 10.550 I Reconstruction
21 39.650 40.950 1.300 H
39.650 39.700 0.050 I Reconstruction
39.700 40.900 1.200 H New Alignment
40.900 40.950 0.050 I Reconstruction
Monthly Progress Report- June 2014
11
22 40.950 41.450 0.500 I 40.950 41.450 0.500 I Reconstruction
23 41.450 41.700 0.250 H 41.450 41.700 0.250 I Reconstruction
24 41.700 42.150 0.450 I 41.700 42.150 0.450 I Reconstruction
25 42.150 42.400 0.250 H 42.150 42.350 0.200 H New Alignment
42.350 42.400 0.050 I Reconstruction
26 42.400 42.650 0.250 I 42.400 42.650 0.250 I Reconstruction
27 42.650 42.900 0.250 H
42.650 42.700 0.050 I Reconstruction
42.700 42.850 0.150 H New Alignment
42.850 42.900 0.050 I Reconstruction
28 42.900 43.050 0.150 I 42.900 43.050 0.150 I Reconstruction
29 43.050 43.300 0.250 H 43.050 43.250 0.200 I Reconstruction
43.250 43.300 0.050 I Reconstruction
30 43.300 45.100 1.800 I 43.300 45.050 1.750 I Reconstruction
45.050 45.100 0.050 J Reconstruction with SR
31 45.100 45.900 0.800 J 45.100 45.850 0.750 J Reconstruction with SR
45.850 45.900 0.050 I Reconstruction
32 45.900 48.250 2.350 I 45.900 47.200 1.300 I Reconstruction
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
55.800 56.050 0.250 I Reconstruction
34 56.050 56.350 0.300 I 56.050 56.350 0.300 I Reconstruction
35 56.350 56.700 0.350 H 56.350 56.700 0.350 I Reconstruction
36 56.700 57.400 0.700 I 56.700 57.350 0.650 I Reconstruction
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
57.650 57.750 0.100 I Reconstruction
57.750 57.800 0.050 I Reconstruction
38 57.800 58.150 0.350 I 57.800 58.000 0.200 I Reconstruction
58.000 58.150 0.150 I Reconstruction
39 58.150 58.300 0.150 H 58.150 58.300 0.150 I Reconstruction
40 58.300 61.800 3.500 I 58.300 61.700 3.400 I Reconstruction
61.700 61.800 0.100 I Reconstruction
41 61.800 62.350 0.550 H 61.800 62.200 0.400 I Reconstruction
62.200 62.350 0.150 I Reconstruction
42 62.350 62.650 0.300 I 62.350 62.45 0.100 I Reconstruction
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
63.400 63.5 0.100 I Reconstruction
63.500 63.75 0.250 I Reconstruction
44 63.750 65.350 1.600 I 63.750 65.15 1.400 I Reconstruction
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
Monthly Progress Report- June 2014
12
66.700 68.6 1.900 I Reconstruction
68.600 68.8 0.200 H New Alignment
47 68.800 69.100 0.300 H 68.800 68.9 0.100 I Reconstruction
68.900 69.1 0.200 I Reconstruction
48 69.100 69.450 0.350 I
69.100 69.25 0.150 I Reconstruction
69.250 69.3 0.050 H New Alignment
69.300 69.4 0.100 H New Alignment
69.400 69.45 0.050 I Reconstruction
49 69.450 69.650 0.200 H
69.450 69.52 0.070 I Reconstruction
69.520 69.55 0.030 H New Alignment
69.550 69.65 0.100 H New Alignment
50 69.650 69.700 0.050 I 69.650 69.7 0.050 I Reconstruction
50 69.700 69.900 0.200 H 69.700 69.75 0.050 I Reconstruction
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
52 69.950 70.100 0.150 H 69.950 70.1 0.150 I Reconstruction
53 70.100 70.250 0.150 I 70.100 70.25 0.150 I Reconstruction
54 70.250 70.650 0.400 H 70.250 70.45 0.200 I Reconstruction
70.450 70.65 0.200 I Reconstruction
55 70.650 70.900 0.250 I 70.650 70.8 0.150 I Reconstruction
70.800 70.9 0.100 I Reconstruction
56 70.900 71.150 0.250 H 70.900 70.95 0.050 I Reconstruction
70.950 71.15 0.200 I Reconstruction
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
71.450 71.6 0.150 I Reconstruction
71.600 71.65 0.050 I Reconstruction
59 71.650 71.800 0.150 I 71.650 71.8 0.150 I Reconstruction
60 71.800 72.100 0.300 H 71.800 71.9 0.100 I Reconstruction
71.900 72.1 0.200 I Reconstruction
61 72.100 72.500 0.400 I 72.100 72.5 0.400 I Reconstruction
62 72.500 72.700 0.200 H 72.500 72.7 0.200 I Reconstruction
63 72.700 73.000 0.300 I 72.700 73 0.300 I Reconstruction
64 73.000 73.250 0.250 H 73.000 73.1 0.100 I Reconstruction
73.100 73.25 0.150 I Reconstruction
64 73.250 74.079 0.829 I 73.250 74 0.750 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)
Monthly Progress Report- June 2014
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
74.250 74.35 0.100 I Reconstruction
74.350 74.55 0.200 I Reconstruction
67 74.550 74.650 0.100 I 74.550 74.65 0.100 I Reconstruction
68 74.650 74.950 0.300 H 74.650 74.75 0.100 I Reconstruction
74.750 74.95 0.200 I Reconstruction
69 74.950 75.000 0.050 I 74.950 75 0.050 I Reconstruction
70 75.000 75.570 0.570 H
75.000 75.15 0.150 I Reconstruction
75.150 75.35 0.200 H New Alignment
75.350 75.4 0.050 I Reconstruction
75.400 75.5 0.100 I Reconstruction
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
75.750 75.8 0.050 I Reconstruction
75.800 76 0.200 I Reconstruction
73 76.000 76.200 0.200 I 76.000 76.1 0.100 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
76.420 76.45 0.030 I Reconstruction
76.450 76.6 0.150 I Reconstruction
76.600 76.65 0.050 I Reconstruction
75 76.650 77.000 0.350 I 76.650 76.75 0.100 I Reconstruction
76.750 77 0.250 I Reconstruction
76 77.000 77.150 0.150 H 77.000 77.15 0.150 I Reconstruction
77 77.150 77.650 0.500 I 77.150 77.65 0.500 I Reconstruction
78 77.650 78.000 0.350 H
77.650 77.85 0.200 I Reconstruction
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
78.300 78.4 0.100 I Reconstruction
78.400 78.55 0.150 I Reconstruction
81 78.550 79.800 1.250 I 78.550 79.65 1.100 I Reconstruction
79.650 79.8 0.150 I Reconstruction
82 79.800 80.050 0.250 H 79.800 79.85 0.050 I Reconstruction
79.850 80.05 0.200 I Reconstruction
83 80.050 80.150 0.100 I 80.050 80.1 0.050 I Reconstruction
80.100 80.15 0.050 J Reconstruction with SR
84 80.150 81.550 1.400 J 80.150 81.5 1.350 J Reconstruction with SR
81.500 81.55 0.050 I Reconstruction
85 81.550 86.850 5.300 I 81.550 86.85 5.300 I Reconstruction
86 86.850 87.500 0.650 I 86.850 87.55 0.700 H New Alignment PandhurnaB
Monthly Progress Report- June 2014
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
94.200 99.05 4.850 I Reconstruction
89 99.050 100.050 1.000 J
99.050 99.15 0.100 I Reconstruction
99.150 99.42 0.270 J Reconstruction with SR
99.420 100.05 0.630 J' Approach
90 100.050 103.450 3.400 I 100.050 100.15 0.100 J' Approach
100.150 103.45 3.300 I Reconstruction
91 103.450 103.850 0.400 H 103.450 103.85 0.400 I Reconstruction
92 103.850 107.550 3.700 I 103.850 107.5 3.650 I Reconstruction
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
108.200 108.4 0.200 I Reconstruction
94 108.400 109.100 0.700 I 108.400 109 0.600 I Reconstruction
109.000 109.1 0.100 I Reconstruction
95 109.100 109.500 0.400 H 109.100 109.4 0.300 H New Alignment
109.400 109.5 0.100 I Reconstruction
96 109.500 110.950 1.450 I 109.500 110.8 1.300 I Reconstruction
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
98 113.100 115.700 2.600 I 113.100 115.7 2.600 I Reconstruction
99 115.700 116.700 1.000 J
115.700 115.75 0.050 I Reconstruction
115.750 116.3 0.550 J' Approach
116.300 116.7 0.400 J Reconstruction with SR
100 116.700 117.500 0.800 I 116.700 116.75 0.050 J
Reconstruction with SR
116.750 117.318 0.568 I Reconstruction
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)
Monthly Progress Report- June 2014
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
2x12 2x12 Pre-cast Post-tensioned girder
Marginally increased to suit to design and construction
5 18+010 18+077 5x19 95.0m 5x19
2x12 2x12 Pre-cast RCC girder
6 23+100 23+121 2x29 58.0m 2x29
2x12 2x12 Pre-cast Post-tensioned girder
7 88+125 87+833 3x27.9 84.0m 3x28
2x12 2x12 Pre-cast Post-tensioned girder
Marginally increased to suit to design and construction
Monthly Progress Report- June 2014
16
8 90+820 91+902 4x20
131.64m (1x22.751)+(1x22.225)+(1x21.866)+(1x21.654)+(1x21.579)+(1x21.565)
2x12 2x12 Pre-cast RCC girder
Total Span increased by 1x20 m due to hydrology requirements
9 94+060 94+283 4x20
82.185m (1x20.702)+
(2x20.387)+(1x20.709)
2x12 2x12 Pre-cast RCC girder
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
Proposed span arrangement
Total Width Structure Type
Remark
CA Design CA Design CA Design
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
7 57+510 57+573 1 x 8 1 x 8 27.50 (2X12+4.5Median, inner 3.5) with 7m S.R.
one Side 2x12
Pre-cast Planks
8 58+030 58+022 1 x 8 1 x 8 27.50 (2X12+4.5Median, inner 3.5) with 7m S.R.
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
10 5+450 5+434 1x12 1x12 2x12 2x12 Pre-cast Planks
11 10+325 10+325 2x21 2x21 2x12 2x12 Pre-cast RCC girder
12 12+800 12+779 1x12 1x12 2x12 2x12 Pre-cast Planks
13 20+125 20+159 2x21 2x21 2x12 2x12 Pre-cast RCC girder
14 22+290 21+446 1x10 1x10 2x12 2x12 Pre-cast Planks
15 23+600 23+797 1x12 1x12 2x12 2x12 Pre-cast Planks
16 24+975 25+000 2x24 2x24 2x12 2x12 Pre-cast Post-tensioned
girder
17 41+360 41+381 2x21 2x21 2x12 2x12 Pre-cast RCC girder
18 50+610 50+471 1x12 1x12 2x12 2x12 Pre-cast Planks
19 51+700 51+607 2x24 2x24 2x12 2x12 Pre-cast Post-tensioned
girder
20 53+100 52+829 1x10 1x10 2x12 2x12 Pre-cast Planks
Monthly Progress Report- June 2014
17
21 54+750 54+190 1x10 1x10 2x12 2x12 Pre-cast Planks
22 54+400 54+878 1x10 1x10 2x12 2x12 Pre-cast Planks
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
25 66+645 66+471 2x10 2x10 2x12 2x12 Pre-cast Planks
26 67+100 66+937 2x21 2x21 2x12 2x12 Pre-cast RCC girder
27 68+520 68+410 1x24 1x24 2x12 2x12 Pre-cast Post-tensioned
girder
28 75+550 Deleted 1x10 - 2x12 2x12 - Bridge deleted as Stream not
found at site
29 80+000 79+834 1x24 1x24 2x12 2x12 Pre-cast Post-tensioned
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
32 89+600 89+948 1x10 1x10 2x12 2x12 Pre-cast Planks
33 90+600 90+323 1x10 1x10 2x12 2x12 Pre-cast Planks
34 91+900 90+656 1x12 1x12 2x12 2x12 Pre-cast Planks
35 No
provision 92+115 - 1x12 2x12 2x12 Pre-cast Planks
Additional bridge as stream exists at site at this ch.
36 94+340 94+023 2x14.5 2x14.5 2x12 2x12 Pre-cast RCC girder
37 95+175 95+127 2x14.5 2x14.5 2x12 2x12 Pre-cast RCC girder
38 100+375 100+359 1x10 1x10 2x12 2x12 Pre-cast Planks
39 104+650 104+600 1x21 1x21 2x12 2x12 Pre-cast RCC girder
40 106+900 106+847 2x19 2x19 2x12 2x12 Pre-cast RCC girder
41 107+060 107+014 1x12 1x12 2x12 2x12 Pre-cast Planks
42 107+810 107+838 1x12 1x12 2x12 2x12 Pre-cast Planks
43 111+050 111+259 2x14 2x14 2x12 2x12 Pre-cast RCC girder
44 111+510 Deleted 2x14 - 2x12 2x12 Bridge deleted as Stream not
found at site
45 113+440 113+366 2x14 2x14 2x12 2x12 Pre-cast RCC girder
46 114+620 114+558 2x14 2x14 2x12 2x12 Pre-cast RCC girder
47 115+615 115+552 2x14 2x14 2x12 2x12 Pre-cast RCC girder
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
7 17+405 17+407 Concentric Widening
Concentric Widening
1x7.0 1x7.0 12.00 12.00 8.70 Total Proposed width
20.7m widening of 8.70m required
8 18+125 18+125 Concentric Widening
Concentric Widening
1x8.0 1x8.0 8.20 12.00 12.50 Total Proposed width
20.7m widening of
Monthly Progress Report- June 2014
18
12.50m required
9 18+920 18+920 Concentric Widening
Concentric Widening
2x7.0 2x7.0 12.70 12.80 8.00 Total Proposed width
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
Proposed span arrangement
Total Width Structure Type Remarks Skew
CA Design CA Design CA Design
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
5 7+925 7+930 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 0
6 10+850 10+851 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 350
7 12+275 12+284 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 150
8 53+475 51+982 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 320
9 83+650 83+488 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 200
10 89+300 89+275 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 200
11 99+400 99+766 1 x 15 1 x 15 2x12 2x12 Pre-cast RCC girder 350
Total span ( 12m width ) 300 300
Pedestrian underpasses
Sl. No
Proposed Chainage Proposed span arrangement
Total Width Structure Type
Remarks Skew
CA Design CA Design CA Design
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
Monthly Progress Report- June 2014
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
CA Design CA Design CA Design
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
Pre-cast Post-tensioned girder
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
Pre-cast Post-tensioned girder
6 52+150 53+340 2x30 60.00m
2x30 2x12 2x12
Pre-cast Post-tensioned girder
7 56+050 55+523 2x30 60.00m
2x30 2x12 2x12
Pre-cast Post-tensioned girder
Total span
593.185m
Monthly Progress Report- June 2014
20
Details of ROB's
Sl. No.
Proposed Chainage Proposed span arrangement
Total Width Structure Type
Remarks
CA Design CA Design CA Design
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)
Composite Steel Structure
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)
Composite Steel Structure
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)
Composite Steel Structure
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)
Composite Steel Structure
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
4. Ch. 4+477 (MH Sect) (1.00m x 7.00m) 20.7 (2x9.75+1.2 median) PUP Box
type
5. Ch. 10+210 (MH Sect) (1.00m x 5.00m) 20.7 (2x9.75+1.2 median) PUP Box
type
6. Ch. 13+420 (MH Sect) (1.00m x 5.00m) 24.2 (2x11.5+1.2 median) PUP Box
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
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
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))
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
31
5.1) Status of approvals from Government agencies / Ministry / Departments
Applicable Permits as per Annexure-V
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
33
S. No
Company Name Product ONBHPL Letter no
Dated Remarks NHAI /IE
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
Monthly Progress Report- June 2014
34
S. No
Company Name Product ONBHPL Letter no
Dated Remarks NHAI /IE
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
Monthly Progress Report- June 2014
35
S. No
Company Name Product ONBHPL Letter no
Dated Remarks NHAI /IE
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
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
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
Monthly Progress Report- June 2014
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 %
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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
174/4 Private Agriculture 0.046
174/5 Private Agriculture 0.046
174/6 Private Agriculture 0.046
Kharsali
10/4 Private Agriculture 0.046
10/5 Private Agriculture 0.046 10/6 Private Agriculture 0.046
10/7 Private Agriculture 0.030
10/8 Private Agriculture 0.030
10/9 Private Agriculture 0.034
10/1 Private Agriculture 0.162
Multai
1184 Private Agriculture 0.023
1185 Private Agriculture 0.029
1207 Private Agriculture 0.115
1208/1 Private Agriculture 0.054
1217/3 Private Agriculture 0.105
1217/4 Private Agriculture 0.105
1217/5 Private Agriculture 0.105
1217/6 Private Agriculture 0.105
1217/7 Private Agriculture 0.105
1225/1 Private Agriculture 0.360
1218 Private Agriculture 0.121
1223/2 Private Agriculture 0.101
760/3 Private Agriculture 0.210
1226 Private Agriculture 0.117
1227/3 Private Agriculture 0.051
1227/4 Private Agriculture 0.072
1227/5 Private Agriculture 0.058
1227/6 Private Agriculture 0.088
1227/7 Private Agriculture 0.088
67/14 Private Agriculture 0.037
67/18 Private Agriculture 0.013
759/25 Private Agriculture 0.017
1223/14 Private Agriculture 0.015
1224 Private Agriculture 0.101
1219/1 Private Agriculture 0.008
Kamath
149/18 Private Agriculture 0.051
161/3 Private Agriculture 0.053
149/17 Private Agriculture 0.184
149/23 Private Agriculture 0.352
149/24 Private Agriculture 0.340
149/25 Private Agriculture 0.340
149/35 Private Agriculture 0.359
149/37 Private Agriculture 0.186
149/34 Private Agriculture 0.016
149/38 Private Agriculture 0.040
151/2 Private Agriculture 0.03
NHAI is requested to complete the land
acquisition process at earliest.
Monthly Progress Report- June 2014
44
Khambara
1/7 Private Agriculture 0.085
4 Private Agriculture 0.060
5 Private Agriculture 0.060
1/4 Private Agriculture 0.052
1/10 Private Agriculture 0.080
1/23 Private Agriculture 0.050
1/24 Private Agriculture 0.080
1/18 Private Agriculture 0.050
1/28 Private Agriculture 0.164
1/29 Private Agriculture 0.160
35 Private Agriculture 0.033
36/4 Private Agriculture 0.082
1/3 Private Agriculture 0.020
1/17 Private Agriculture 0.060
1/13 Private Agriculture 0.016
Parmandal 140/3 Private Diverted 0.204
Patakheda
394/3 Private Agriculture 0.160
362/4 Private Agriculture 0.215
363 Private Agriculture 0.044
Belmandai 226/2 Private Diverted 0.400
Ambada 464/3 Private Agriculture 0.002
464/1 Private Agriculture 0.030
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
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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
Achieved& Ahead from Scheduled
3 70% of Financial
Package 18-Jul-2014. 30-June-2013
Achieved& Ahead from Scheduled
Monthly Progress Report- June 2014
48
12.0) WEATHER REPORT
(As per enclosed Annex-VII)
Monthly Progress Report- June 2014
49
13.0) DISAGREEMENTS, DISPUTES SUSPENSIONS
A . Disagreements N/A.
B. Dispute N/A.
C. Suspensions:
Monthly Progress Report- June 2014
50
14.1) PHYSICAL & FINANCIAL PROGRESS, DETAILS OF ACCIDENT DATA, DETAILS OF DEBRIS REMOVAL, ENCROACHMENT AND CLEANLINESS
Attached as Annexure – VIII
Monthly Progress Report- June 2014
51
14.2)Strip chart showing hindrances (MP & MH Section)
Attached as Annexure - IX
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
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.
Monthly Progress Report- June 2014
54
17.0) SITE PHOTOGRAPHS
Attached as Annexure - XII
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