MAHARASHTRA STATE ROAD DEVELOPMENT CORPORATION LTD. (MSRDC) [GOVERNMENT OF MAHARASHTRA UNDERTAKING]
SCHEDULES Request for Proposal (RFP) for Construction of Access Controlled Nagpur-Mumbai Super Communication Expressway (Maharashtra Samruddhi Mahamarg) in the State of Maharashtra on EPC mode for Construction Package 16, from Km. 664.479 to Km. 701.479 (Section - Village Birwadi to Village Amne) in District Thane.
VOLUME – III
Instructions to Bidders (ITB)
July 2018
Corporate Office: Maharashtra State Road Development Corporation (MSRDC) Limited, Bandra Worli (Rajeev Gandhi) Sea Link Project Office, K.C. Marg, Opposite Bandra Reclamation Bus Depot, Bandra (West), Mumbai-400050, Maharashtra State, INDIA
MSRDC Schedules
SCHEDULE-A (See Clauses 2.1 and 8.1) SITE OF THE PROJECT EXPRESSWAY
1 The Site
1.1 Site of the Six-Lane Project Expressway shall include the land, buildings, structures and road works as described in Annex-I of this Schedule-A.
1.2 The dates of handing over the Right of Way to the Contractor are specified in Annex-II of this Schedule-A.
1.3 An inventory of the Site including the land, buildings, structures, road works, trees and any other immovable property on, or attached to, the Site shall be prepared jointly by the Authority Representative and the Contractor, and such inventory shall form part of the memorandum referred to in Clause 8.2.1 of this Agreement.
1.4 The alignment plans of the Project Highway are specified in Annex-III. The proposed profile of the project highways shall be followed by the Contractor with minimum FRL as indicated in the alignment plan. The Contractor, however, improves / upgrade the Road Profile as indicated in Annex-III based on site/design requirement.
1.5 The status of the environment clearances obtained or awaited is given in Annex IV.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 1 MSRDC Schedules
Annex – I (Schedule-A) Site 1. Site
2 The site of the Six-Lane Project Expressway is forming part (package-16) of Nagpur- Mumbai Super Communication Expressway commencing from Khutadi village at Km 664.479 and ends at Amne village at Km 701.362 passing through green field area (refer Index Map given at Appendix A-1) in the state of Maharashtra. The land, carriageway and structures comprising the Site are described below: 2. Land The Site of the Project Expressway comprises the land (sum total of land already in possession and land to be possessed as described below:
Chainage (km) Total Right of Sr. Village Way Remark No. From To (ROW) (m)
Ratandhle, Lahe, Birwadi, 1 664.379 666.642 120.0 Saralambe, Khutadi
Khutadi, Saralambe, 2 666.642 668.877 60.0 Kasgaon, Arjunali
3 Kasgaon, Shelwali 668.877 671.100 120.0
Shelwali, Sapgaon, 4 671.100 674.360 120.0 Khutghar
5 Khutghar, Andad, Hiv 674.360 678.110 90.0
6 Hiv 678.110 678.323 120.0
7 Hiv 678.323 678.884 90.0
8 Hiv, Ras, Shere, Shei, 678.884 694.260 120.0 Ambarje, Hal, Ushid,
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 2 MSRDC Schedules
Chainage (km) Total Right of Sr. Village Way Remark No. From To (ROW) (m) Dabav, Phalegaon, Nadgaon, Utane, Pitambare Nagre
Nadgaon, Chinchwali, 9 694.260 696.745 120.0 Raye, Gurawali, Nimbavali
10 Nimbavali 696.745 697.654 120.0
11 Chiradpada 697.654 699.054 60.0
Chiradpada, Pise, Vashere, 12 698.504 701.362 120.0 Amne
3. Carriageway The proposed Expressway is green field area where no carriageway exists. 4. Major Bridges
The Site includes the following Major Bridges:
Sr. No. Proposed Chainage (km) Length of Structure Remarks
Nil 5. Road over-bridges (ROB)/ Road under-bridges (RUB)
The Site includes the following ROB (road over railway line)/RUB (road under railway line
Sr. No. Chainage (km) Length of Structure Remarks
Nil 6. Grade Separator The Site includes the following grade separators:
Sr. No. Chainage (km) Length of Structure Remarks
Nil Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 3 MSRDC Schedules
7. Minor Bridges The Site includes the following minor bridges:
Sr. No. Chainage (km) Length of Structure Remarks
Nil 8. Railway Level Crossings The Site includes the following railway level crossings:
Sr. No. Chainage (km) Remarks
Nil 9. Underpasses/ Overpasses (Vehicular/Non-vehicular) The Site includes the following underpasses/Overpasses:
Sr. No. Chainage (km) Length of Structure Remarks
Nil 10. Culverts The Site has the following culverts:
Sr. No. Chainage (km) Length of Structure Remarks
Nil 11. Bus Bays The details of bus bays on the Site are as follows:
Sr. No. Chainage (km) Dimension Location (Left/Right)
Nil 12. Truck Bays The details of truck lay byes are as follows:
Sr. No. Chainage (km) Dimension Location (Left/Right)
Nil
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 4 MSRDC Schedules
13. Road Side Drains The details of the roadside drains are as follows:
Chainage (km) Sr. No. Length of Structure Dimension From To Nil 14. Major Junctions The details of major cross roads on the Site are as follows:
Sr. No. Road Type Chainage (km) 1 ODR 670.678 2 SH – 44 672.072 3 SH - 79 674.234 4 ODR 677.769 5 ODR 682.761 6 MDR 62 683.690 7 MDR 69 689.384 8 MDR 70 690.580 9 ODR 692.673 15. Minor Junctions The details of minor cross roads on the Site are as follows:
Sr. No. Road Type Chainage (km)
1 Village Road 666.768
2 Village Road 690.123
3 Village Road 690.375
4 Village Road 694.115
5 Village Road 696.421
6 Village Road 698.931
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 5 MSRDC Schedules
Annex II (Schedule-A)
DATES FOR PROVIDING RIGHT OF WAY
The dates on which the Authority shall provide Right of Way to the Contractor on different parts of the Site are stated below:
Design From Km to Km (Design Width Date of providing Sl. No Length Chainage) (m) ROW (Km)
1 2 3 4 5
(i) Full Right of Way RoW for 90% of project length shall be handed over on Appointed Date. (full width)
(ii) Balance Right of RoW for balance 10% of project length shall be handed over within 150 Way (width) days from Appointed Date.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 6 MSRDC Schedules
Annex – III (Schedule-A)
ALIGNMENT PLANS
The plan and profile is available on e-portal of MSRDC website.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 7 MSRDC Schedules
Annex - IV
(Schedule-A)
Environment Clearances
I. Tansa and Kalsubai Wildlife Sanctuary clearance is in process II. Forest Clearance is in process III. Environmental Clearance as per EIA Notification 2006 is in process.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 8
MSRDC Schedules
Appendix A-I Index map of Project Expressway
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 10
MSRDC Schedules
SCHEDULE – B (See Clause 2.1)
DEVELOPMENT OF THE PROJECT EXPRESSWAY
1. Development of the Project Expressway
Development of the Project Expressway shall include design and construction of the six lanes (divided carriageway) expressway as described in this Schedule-B and in Schedule-C.
General description of the Project Expressway is given at Annex-I of this Schedule-B
2. Specifications and Standards
(i) The Project Expressway shall be designed and constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule-D.
(ii) The alignment plan of the Project Expressway is specified in Annex III of Schedule A. The proposed profile of the Project Expressway shall be followed by the Contractor with minimum FRL as indicated in alignment plan. The Contractor however, improve\upgrade the road profile as indicated in Annex – III based on site/design requirement.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 10
MSRDC Schedules
ANNEX - I (Schedule-B) Description of Project Expressway
The Project Expressway is forming part (package-16) of Nagpur - Mumbai Super Communication Expressway and shall be Six Lane divided carriageway with fully access controlled. It is commencing from Khutadi village at Km 664.479 and ends at Amne village at Km 701.362 passing through Green Field area in the state of Maharashtra. The design length of the project Expressway (package-16) is 36.883 km.
1. Width of Carriageway Paved carriageway including paved shoulders and edge strips of Six lane Project Expressway shall be 30 m (carriageway width – 2 x 11.25 m, paved shoulders - 2x 3.00 m and edge strip – 2 x 0.75 m) wide in entire stretch. The paved carriageway in the approaches shall match with carriageway width of structures.
2. Geometric design and general features
2.1. General Geometric design and general features of the Project Expressway shall be in accordance with Section 2 of the Manual and Schedule D.
2.2. Design speed The design speed shall be minimum design speed of 150 km/hr. Acceleration and deceleration lengths proposed for entry/exit ramps on interchanges shall be as per Schedule B.
2.3. Improvement of the existing road geometrics: The Project Expressway follows new alignment through Green Field area in entire stretch. There is no requirement of improving existing road.
2.4. Right of Way Details of the Right of Way are given in Annex II of Schedule-A.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 11
MSRDC Schedules
2.5. Type of Shoulder Type of shoulder will be as per Paragraph 2.6 of the Manual and Paragraph 2.10 of Annexure-I of Schedule B.
2.6. Lateral and vertical clearances at underpasses Lateral and vertical clearances at underpasses and provision of guardrails/crash barriers shall be as per the Paragraph 2.10 of the Manual.
2.7. Lateral and vertical clearance at overpasses Lateral and vertical clearances at over passes shall be as per Paragraph 2.11 of the
Manual.
2.8. Connecting Roads / Service roads Service roads shall be constructed at the locations and of the lengths indicated below: Chainage Sr. No. Length (m) Width (m) Side From To 1 668.880 670.680 1800 5.5 LHS 2 668.880 670.680 1800 5.5 RHS 3 671.000 671.500 500 5.5 LHS 4 671.000 672.500 1000 5.5 RHS 5 674.300 677.900 3600 5.5 LHS 6 674.300 677.900 3600 5.5 RHS 7 678.930 680.380 1450 5.5 LHS 8 678.930 680.380 1450 5.5 RHS 9 680.920 686.000 5080 5.5 LHS 10 680.920 685.920 5000 5.5 RHS 11 687.550 689.410 1860 5.5 LHS 12 687.450 689.397 1947 5.5 RHS 13 690.120 695.430 5310 5.5 LHS 14 690.120 695.430 5310 5.5 RHS 15 695.650 696.820 1170 5.5 LHS 16 695.650 696.820 1170 5.5 RHS 17 698.520 698.930 410 5.5 LHS 18 698.520 698.930 410 5.5 RHS Note: Length of service road /cart track given in above table excluding length of service road /cart track across the project expressway for proper connectivity of cross roads on either side of project expressway which shall be deemed to be included in the scope of work.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 12
MSRDC Schedules
2.9. Grade separated structures Grade separated structures shall be provided as per paragraph 2.13 of the Manual. The requisite particulars are given below:
2.9.1. Flyover / Viaduct and Tunnel A. Flyover / Viaduct shall be constructed as follow:
Sr. Centre Length Width Rem Location Chainage Span (m) No (m) (m) arks . (Km)
Khutadi, 2x65+10x80 1 667.763 2260 2X17.5 Saralambe +38x35
2 Hiv 677.632 245 7x35 2X25.0
3 Ras, Shere 680.647 595 17x35 2X17.5
Nimbavali, 4 698.120 40x35 2X17.5 Chiradpada 1400
5 Pise, vashere 700.167 175 5x35 2X17.5
B. Tunnels shall be constructed as follows:
Sr. Start End Type of Location Length (M) Structures No. (Km) (Km)
1 Khutadi 665.086 666.014 928 Bored Tunnel
2 Ambarje 686.652 687.115 463 Bored Tunnel
2.9.2. Interchanges Interchanges shall be constructed as follow:
Detailed layouts of interchanges are given in Appendix B-I
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 13
MSRDC Schedules
Type of Structure Proposed span arrangement Location/Chainage Total Interchange Chainage Structure Type (Span Length x Clearance Remarks Sr. width(m) (Km) ht.) No. Main Expressway
671.500 RCC Box 3x3 53.50 Box culvert
672.580 RCC Box 3x3 100.84 Box culvert
674.445 RCC Box 3x3 113.52 Box culvert
Kusgaon/672.072 Elongated 670.910 PSC-I Girder 1 x35.0 17.50& 25.0 Minor Bridge 1 and 674.234 Roundabout 673.174 RCC Box 12x5.75 48.00 Vehicular under pass
673.633 RCC Box 12x5.75 52.00 Vehicular under pass
672.072 PSC-I Girder 34.20+34.20 16.00 Vehicular over pass
674.234 PSC-I Girder 2 x 30 17.5 Flyover
678.150 PSC-I Girder 37.00+37.00 40.00 Vehicular over pass 2 Hiv/678.200 Roundabout 678.300 PSC-I Girder 37.00+37.00 40.00 Vehicular over pass
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 14
MSRDC Schedules
Type of Structure Proposed span arrangement Location/Chainage Total Interchange Chainage Structure Type (Span Length x Clearance Remarks Sr. width(m) (Km) ht.) No.
Ramp 2 RCC Solid slab 21.00+21.00 12.50 Terminal Point on Mumbai
3 Amne/700.800 Directional PSC-I Ramp 4 Girder+RCC 4x34.885+4x20+5x34.885 12.50 Terminal Point on Mumbai Solid slab
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 15
MSRDC Schedules
2.9.3. VUP (Vehicular Underpass) VUP shall be constructed as follow: Proposed span arrangemen
Design Category of Start of End of t Width Sr. Chainage Road Road Road (Span (m) No. Length x Clearance ht.) 1 670.678 ODR Kasgaon Shelwali 12x5.75 52.00 2 683.680 MDR 62 Ambarje Shere 12x6.435 52.00 GAIL Utility Crossing 3 694.876 5x5.5 46.00 with portal frame 4 696.421 ODR 12x5.75 46.00 5 696.827 ODR 12x5.50 79.00 Note: The location and design of VUP for GAIL Utility crossing shall be done in consultation with concerned authorities.
2.9.4. Light Vehicular Underpasses (LVUP Light Vehicular Underpasses (LVUP) shall be constructed as follow: Proposed span Design Category Start of End of arrangement Width Sr. No. Chainage of Road Road Road (Span Length x (m) Clearance ht.) Nil
2.9.5. VOP (Vehicular Overpass) VOP shall be constructed as follow; Category of Proposed Sr. Design Road Span Height No Chainage Arrangeme of Mid Widt . (km) Structure nt(m) Pier (m) h (m) 1 681.772 FOB/VOP 18 Village Road 32.76+32.76 8.673 13.00 2 682.761 FOB/VOP 19 Village Road 32.70+32.70 16.085 13.00 3 689.388 VOP20 MDR 37.00+37.00 13.469 13.00 4 690.123 VOP21 Village Road 32.70+32.70 8.699 13.00 5 690.375 VOP22 Village Road 35.00+35.00 8.511 13.00 6 690.580 VOP23 MDR 52.50+52.50 30.630 13.00
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 16
MSRDC Schedules
Category of Proposed Sr. Design Road Span Height No Chainage Arrangeme of Mid Widt . (km) Structure nt(m) Pier (m) h (m) 7 690.866 FOB/VOP24 Village Road 43.00+43.00 17.858 13.00 8 692.673 VOP25 Village Road 32.76+32.76 8.640 13.00 9 698.931 VOP27 Village Road 40.00+40.00 11.631 13.00
2.9.6. Cattle and Pedestrian under pass Cattle and pedestrian underpass shall be provided as per Paragraph 2.10 of the Manual the requisite particulars are given below; Proposed Design Start Category of End of span Width Sr. No. Chainage of Road Road arrangement (m) (Km) Road (m) 1 675.760 Cart track - - 7x3 45.00 2 676.602 Cart track - - 7x3 45.00 3 678.951 Cart track - - 7x6 57.653 4 680.020 Cart track - - 7x3 45.00 5 685.928 Cart track - - 7x6 65.78 6 691.935 Cart track - - 7x6 57.85 7 695.803 Cart track - - 7x6 64.90
2.9.7. Road over-bridges Road over bridges (road over rail) shall be provided at the following locations: Design Proposed Width Sr. No. Chainage District Structure Proposed Length (m) (m) (Km) type 1 695.538 Thane Composite 48.525 2X17.5
Note: Construction of ROB shall be as per design of drawings approval by Railways; however proposed GAD is enclosed herewith for reference
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 17
MSRDC Schedules
2.10. Typical cross-sections of the Project Expressway – A. Applicable Typical Cross Sections are indicated in the Table below.
Start End Length Sr. no. Chainage Chainage TCS no. Remarks (Km) (Km) (Km) 1 664.479 665.086 0.607 TCS 02
2 665.086 666.014 0.928 TCS 03
3 666.014 666.155 0.141 TCS 02
4 666.155 666.365 0.210 TCS 01
5 666.365 666.546 0.181 TCS 02
6 666.546 666.598 0.052 TCS 01
Viaduct – 7 666.598 668.928 2.330 TCS 05 2260m VUP at 8 668.928 670.892 1.964 TCS 01 670.678 Minor Bridge 9 670.892 670.927 0.035 TCS 07 – 35m Box culvert at 10 670.927 671.825 0.898 TCS 01 671.500 VOP at 11 671.825 672.543 0.718 TCS 02 672.072 Box culvert at 672.580, VUP 12 672.543 674.204 1.661 TCS 01 at 673.174, VUP at 673.633 Flyover – 13 674.204 674.264 0.060 TCS 06 60m Box culvert at 674.445, PUP at 675.760, Box culvert at 14 674.264 677.510 3.246 TCS 01 676.345, PUP at 676.602, Box culvert at 677.020 Viaduct – 15 677.510 677.755 0.245 TCS 05 245m 16 677.755 677.818 0.063 TCS 01
17 677.818 678.878 1.060 TCS 02 PUP at 18 678.878 679.220 0.342 TCS 01 678.951 19 679.220 679.400 0.180 TCS 02
PUP at 20 679.400 680.350 0.950 TCS 01 680.020
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 18
MSRDC Schedules
Start End Length Sr. no. Chainage Chainage TCS no. Remarks (Km) (Km) (Km) Viaduct – 21 680.350 680.945 0.595 TCS 05 595m 22 680.945 681.005 0.060 TCS 01
23 681.005 681.188 0.183 TCS 02
24 681.188 681.270 0.082 TCS 01
25 681.270 681.607 0.337 TCS 01
Box culvert a 26 681.607 681.623 0.016 TCS 02 681.620 VOP at 27 681.623 681.983 0.360 TCS 02 681.772 Box culvert at 28 681.983 682.644 0.661 TCS 01 682.300 VOP at 29 682.644 683.162 0.518 TCS 02 682.761 30 683.162 683.232 0.070 TCS 01
31 683.232 683.263 0.031 TCS 02
VUP at 32 683.263 683.755 0.492 TCS 01 683.680 33 683.755 684.108 0.353 TCS 02
Box culvert at 34 684.108 684.347 0.239 TCS 01 684.235 35 684.347 684.578 0.231 TCS 02
Box culvert at 684.880, Box 36 684.578 685.738 1.160 TCS 01 culvert at 685.280 37 685.738 685.807 0.069 TCS 02
PUP at 685.928, Box 38 685.807 686.470 0.663 TCS 01 culvert 686.300 39 686.470 686.652 0.182 TCS 02
40 686.652 687.115 0.463 TCS 03
41 687.115 687.596 0.481 TCS 02
Box culvert at 42 687.596 688.635 1.039 TCS 01 688.300 VOP at 43 688.635 689.560 0.925 TCS 02 689.388 Box culvert at 44 689.560 689.735 0.175 TCS 01 689.680 VOP at 690.123, VOP 45 689.735 691.150 1.415 TCS 02 at 690.375, VOP at Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 19
MSRDC Schedules
Start End Length Sr. no. Chainage Chainage TCS no. Remarks (Km) (Km) (Km) 690.580, VOP at 690.866
Box culvert at 691.368, Box culvert 691.800, PUP at 691.935, 46 691.150 692.660 1.510 TCS 01 Box culvert at 691.988, Box culvert at 692.333, Box culvert at 692.628 VOP at 47 692.660 693.115 0.455 TCS 02 692.673 48 693.115 693.125 0.010 TCS 01
49 693.125 693.190 0.065 TCS 02
Box culvert at 50 693.190 693.845 0.655 TCS 01 693.563 51 693.845 693.933 0.088 TCS 02
52 693.933 693.950 0.017 TCS 01
53 693.950 694.028 0.078 TCS 01
54 694.028 694.227 0.199 TCS 02
55 694.227 694.390 0.163 TCS 01
56 694.390 694.617 0.227 TCS 02
57 694.617 694.742 0.125 TCS 01
58 694.742 694.790 0.048 TCS 02
Box culvert at 59 694.790 695.520 0.730 TCS 01 695.115 60 695.520 695.567 0.047 TCS 08 ROB PUP at 695.803, Box 61 695.567 696+700 2.087 TCS 01 culvert at 696.082, VUP at 696.421, Toll Plaza at 62 696.700 697.420 0.720 TCS 09 696.980, VUP at 696.827 Viaduct – 63 697.420 698.820 1.400 TCS 05 1400m
64 698.820 698.840 0.020 TCS 01
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 20
MSRDC Schedules
Start End Length Sr. no. Chainage Chainage TCS no. Remarks (Km) (Km) (Km) VOP at 65 698.840 699.011 0.171 TCS 02 698.931 66 699.011 699.140 0.129 TCS 01
67 699.140 699.560 0.420 TCS 02 68 699.560 700.080 0.520 TCS 01 Viaduct – 69 700.080 700.255 0.175 TCS 05 175m 70 700.255 701.000 0.745 TCS 01 B. Interchanges Interc From Lengt TCS Sr. Locati To Remar hang Ramps (Km) h (m) no. on (Km) ks e SH-44 0+000 2+900 2900 TCS 21 Ramp 1 0+000 1+266 1266 TCS 12 Ramp 2 0+000 1+141 1141 TCS 12 Ramp 3 0+000 1+585 1585 TCS 12 Ramp 4 0+000 1+348 1348 TCS 12 Ramp 5 0+000 0+784 784 TCS 12 Elong Ramp 6 0+000 0+651 651 TCS 12 Kusgao ated Ramp 7 0+000 0+972 972 TCS 12 1 Detaile n Round Ramp 8 0+000 1+005 1005 TCS 12 d About Ramp 9 0+000 0+997 997 TCS 12 layouts Ramp 10 0+000 1+082 1082 TCS 12 of Ramp 11 0+000 0+480 480 TCS 12 interch Ramp 12 0+000 0+512 512 TCS 12 anges SH-79 0+000 1+320 1320 TCS 21 are Round 0+000 1+049 1049 TCS 19 given in About Append Ramp 1 0+000 0+744 744 TCS 12 ix B-I 0+000 0+360 360 TCS 12 Ramp 2 0+360 0+906 546 TCS 21 Round 2 Hiv-Ras Ramp3 0+000 0+380 380 TCS 12 about 0+380 0+743 363 TCS 21 Round TCS 19 About 0+000 0+399 399 Ramp1 0+000 1+232 1232 Directi Ramp2 0+000 1+812 1812 3 Amne TCS 12 onal Ramp3 0+000 1+241 1241 Ramp4 0+000 2+672 2672
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 21
MSRDC Schedules 3. Intersections and Grade Separators All intersections and grade separators shall be as per Section 3 of the Manual. Existing intersections which are deficient shall be improved to the prescribed standards. Properly designed intersections shall be provided at the locations and of types and features given in the tables below: A. At-grade intersections Major Intersections:
Sr. No. Chainage (km) Location Type of Junction NIL
Minor Intersections:
Sr. No. Chainage (km) Location Existing Cross-road type NIL
B. Grade separated intersection with / without ramps The grade separated structures shall be constructed as specified in paragraph 2.9 of Annex-I of Schedule B.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 22
MSRDC Schedules
4. Road embankment and cut section Construction of new road embankment / cuttings shall conform to the standards and specifications given in Section 4 of the Manual and the specified cross sectional details. 5. Pavement Design Pavement design shall be carried out in accordance with section – 5 of the Manual.
5.1. Type of pavement Rigid pavement shall be provided on entire project length except on service/ Connecting roads/ slip roads/ access roads where flexible pavement is to be provided.
5.2. Design requirements Design requirement for the rigid pavement shall be in accordance with the Manual subject to a minimum crust thickness of rigid pavement as given below: Sr. No. Chainage (km) Thickness (mm) 1 Pavement Quality Concrete (PQC) 300 2 Dry Lean Concrete (DLC) 150 3 Granular Sub Base (GSB) 200
5.2.1. Design Period and strategy Rigid pavement for new pavement shall be designed for a minimum design period of 30 years.
5.2.2. Design Traffic Notwithstanding anything to the contrary contained in this Agreement or the Manual, the Contractor shall design the pavement of main carriageway for minimum Design as per the Manual. Pavement design of connecting / service road shall be done for minimum design traffic of 10 MSA.
5.3. Reconstruction of Sections Nil 6. Roadside drainage Drainage system including surface and subsurface drains for the Project Expressway shall be provided as per section 9 of the Manual.
Side Chainage Length Sr. No. Type (m) LHS RHS Start (Km) End (Km) 1 RHS 666050 666719 669 LINED
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 23
MSRDC Schedules
Side Chainage Length Sr. No. Type (m) LHS RHS Start (Km) End (Km) 2 LHS 666050 666680 630 LINED
3 RHS 668954 670919 1965 LINED
4 LHS 668954 670869 1915 LINED
5 670474 671059 585 EARTHEN RHS 6 670940 671518 578 LINED
7 LHS 671540 672580 1040 EARTHEN
8 RHS 671540 672570 1030 EARTHEN
9 LHS 672590 674202 1612 EARTHEN
10 672590 674189 1599 EARTHEN LHS 11 674280 674447 167 LINED
12 674300 674453 153 LINED
13 674450 676359 1909 EARTHEN
14 LHS 674470 676361 1891 LINED
15 676380 677052 672 EARTHEN
16 676390 677047 657 LINED
17 LHS 677050 677521 471 LINED
18 677060 677521 461 LINED LHS 19 677550 680376 2826 EARTHEN LHS 20 677550 677830 280 LINED
21 677830 680402 2572 LINED
22 678900 680413 1513 EARTHEN LHS 23 678920 680375 1455 LINED
24 680930 681619 689 EARTHEN
25 LHS 680940 681626 686 LINED
26 LHS 680940 681640 700 LINED
27 LHS 680950 681630 680 LINED
28 LHS 681030 681612 582 LINED
29 LHS 681260 681597 337 EARTHEN
30 LHS 681630 682020 390 EARTHEN
31 LHS 681630 682320 690 EARTHEN
32 LHS 681640 682050 410 EARTHEN
33 LHS 681640 682032 392 EARTHEN
34 LHS 682020 682302 282 EARTHEN
35 RHS 682050 682311 261 LINED
36 682320 682690 370 EARTHEN RHS 37 682320 682900 580 LINED 38 682320 684273 1953 LINED 39 682340 684247 1907 EARTHEN RHS 40 682690 683170 480 LINED 41 682700 683251 551 EARTHEN
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 24
MSRDC Schedules
Side Chainage Length Sr. No. Type (m) LHS RHS Start (Km) End (Km) 42 682750 683220 470 LINED 43 RHS 682900 683186 286 LINED
44 RHS 683170 683770 600 LINED
45 RHS 683186 683790 604 LINED
46 RHS 683770 683940 170 LINED
47 RHS 683780 684259 479 LINED
48 RHS 683790 683934 144 EARTHEN
49 RHS 683790 684050 260 EARTHEN
50 RHS 683940 684262 322 EARTHEN
51 RHS 684050 684266 216 EARTHEN
52 RHS 684250 684892 642 EARTHEN
53 RHS 684250 684513 263 EARTHEN
54 RHS 684270 685285 1015 EARTHEN
55 RHS 684270 684875 605 EARTHEN
56 RHS 684290 684883 593 EARTHEN
57 LHS 684880 685014 134 LINED
58 LHS 684890 684960 70 EARTHEN
59 LHS 684910 685270 360 EARTHEN
60 RHS 684920 685295 375 LINED
61 RHS 684960 685120 160 EARTHEN
62 RHS 685120 685278 158 EARTHEN
63 LHS 685280 686278 998 EARTHEN
64 RHS 685300 685342 42 EARTHEN
65 RHS 685300 686291 991 EARTHEN
66 LHS 685310 686342 1032 EARTHEN
67 685342 685448 106 EARTHEN LHS 68 685448 685600 152 LINED
69 685600 685856 256 LINED LHS 70 685640 686279 639 EARTHEN
71 LHS 685700 686325 625 LINED
72 687440 688330 890 EARTHEN RHS 73 687440 687990 550 LINED
74 687440 687962 522 LINED RHS 75 687962 688315 353 EARTHEN
76 RHS 687990 688330 340 EARTHEN
77 LHS 688340 689450 1110 LINED
78 688350 688620 270 EARTHEN
79 LHS 688600 689680 1080 LINED
80 688620 689714 1094 EARTHEN
81 RHS 688640 689716 1076 EARTHEN
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 25
MSRDC Schedules
Side Chainage Length Sr. No. Type (m) LHS RHS Start (Km) End (Km) 82 689450 689681 231 LINED
83 LHS 689705 689920 215 LINED
84 RHS 689710 691411 1701 LINED
85 LHS 689920 691816 1896 LINED
86 RHS 691390 691460 70 LINED
87 LHS 691460 691630 170 LINED
88 RHS 691630 691808 178 LINED
89 LHS 691830 692341 511 LINED
90 RHS 691830 692334 504 LINED
91 LHS 692340 692634 294 LINED
92 RHS 692350 692627 277 LINED
93 LHS 692640 693554 914 LINED
94 RHS 692650 693588 938 LINED
95 LHS 693580 694393 813 LINED
96 RHS 693580 694380 800 LINED
97 LHS 694580 695131 551
98 RHS 694610 695134 524
99 695150 695552 402 LINED RHS 100 695150 695534 384 EARTHEN
101 RHS 695610 696110 500 EARTHEN
102 RHS 695610 696093 483 EARTHEN
103 RHS 696090 696689 599 EARTHEN
104 LHS 696110 696695 585 EARTHEN
105 698020 699562 1542 EARTHEN RHS 106 698030 700010 1980 LINED
107 RHS 698040 699031 991 LINED
108 RHS 698090 700117 2027 LINED
109 RHS 698850 699566 716 EARTHEN
110 RHS 698870 699029 159 EARTHEN
111 RHS 700130 700982 852 EARTHEN
112 RHS 700130 700993 863 EARTHEN
113 RHS 700150 700992 842 EARTHEN
7. Design of Structures
7.1. General
7.1.1. All bridges, culverts and structures shall be designed and constructed in accordance with section 6 of the Manual and shall conform to the cross-sectional features and other details specified therein.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 26
MSRDC Schedules 7.2. Culverts
7.2.1. Overall width of all culverts shall be provided as specified in Paragraph 2.10 of Annexure-I of Schedule B and clause 6.3 of the Manual.
7.2.2. Reconstruction of existing culverts: Nil
7.2.3. Widening of existing culverts: Nil
7.2.4. New culverts shall be constructed as per particulars given in the table below: Proposed span Design Proposed arrangement Width Sr. No. Chainage Structure type (Span Length x (m) (Km) Clearance ht.) 1 676.345 Box Culvert 3x3 57.513 2 677.020 Box Culvert 3x3 57.947 3 681.620 Box Culvert 3x3 46.00 4 682.300 Box Culvert 3x3 46.00 5 684.235 Box Culvert 3x3 55.424 6 684.880 Box Culvert 3x3 58.335 7 685.280 Box Culvert 3x3 71.99 8 686.300 Box Culvert 3x3 69.711 9 688.300 Box Culvert 3x3 75.871 10 689.680 Box Culvert 3x3 46.00 11 691.368 Box Culvert 3x3 60.225 12 691.800 Box Culvert 3x3 54.957 13 691.988 Box Culvert 3x3 74.610 14 692.333 Box Culvert 3x3 105.769 15 692.628 Box Culvert 3x3 50.903 16 693.563 Box Culvert 3x3 99.914 17 695.115 Box Culvert 3x3 53.477 18 696.082 Box Culvert 3x3 117.42
7.2.5. New Box /Pipe Culverts shall be constructed on Service Road / Cart Track are given below Design Remarks Sr. Proposed Total length of Chainage(k No. Structure type pipe culvert(m) m) Pipe culvert below 1.2 m φ Pipe 1 671.500 12.125 RHS & LHS service culvert road
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 27
MSRDC Schedules
Design Remarks Sr. Proposed Total length of Chainage(k No. Structure type pipe culvert(m) m) Refer drawing 2 672.580 Box Culvert -- MSRDC-MPC-P-5- D-BC-GA-0011 Refer drawing 3 674.445 Box Culvert -- MSRDC-MPC-P-5- D-BC-GA-0012 Pipe culvert below 1.2 m φ Pipe 4 676.345 23.79 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 5 677.020 26.44 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 6 681.620 57.287 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 7 682.300 35.465 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 8 684.235 23.79 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 9 684.880 23.79 RHS & LHS service culvert road Refer drawing 10 685.280 Box Culvert MSRDC-MPC-P-5- D-BC-GA-0012 Pipe culvert below 1.2 m φ Pipe 11 691.368 32.685 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 12 691.800 23.79 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 13 692.628 57.287 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 14 693.563 18.27 RHS & LHS service culvert road Pipe culvert below 1.2 m φ Pipe 15 695.115 26.44 RHS & LHS service culvert road
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 28
MSRDC Schedules
Design Remarks Sr. Proposed Total length of Chainage(k No. Structure type pipe culvert(m) m) Pipe culvert below 1.2 m φ Pipe 16 696.082 10.67 RHS & LHS service culvert road Cross culverts shall be provided in continuation with Main C/W cross culverts as per Appendix B-I
7.2.6. Repairs/replacements of railing/parapets, flooring and protection works of the existing culverts shall be undertaken as follows: Nil
7.2.7. Flood protection works shall be as specified in the relevant IRC Codes and Specifications
7.3. Bridges
7.3.1. Existing bridges to be re-constructed/widened: Nil
7.3.2. New bridges New bridges at the following locations on the Project Expressway shall be constructed. GADs for the new bridges are attached in the drawings folder. A. New Major Bridges on Main Carriageway:
Design Width Sr. No. Proposed Length (m) Chainage (m) NIL B. New Major Bridges on Service Road: New major bridges shall be constructed on service road as per particulars given in the table below: Width Sr. No. Design Chainage Proposed Length (m) (m) Nil C. New Minor Bridges on Main Carriageway: New minor bridges shall be constructed as per particulars given in the table below:
Design Width Sr. No. Proposed Length (m) Chainage (m)
D. New Minor Bridges on Service Road:
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 29
MSRDC Schedules New minor bridges shall be constructed on service road as per particulars given in the table below:
Design Width Sr. No. Proposed Length (m) Chainage (m) NIL
7.3.3. The railings of existing bridges shall be replaced by crash barriers at the following locations: Nil
7.3.4. Repairs/replacements of railing/parapets of the existing bridges shall be undertaken as follows: Nil
7.3.5. Drainage system for bridge decks An effective drainage system for bridge decks shall be provided as specified in Section 6 of the Manual.
7.3.6. Structures in marine environment: Nil
7.4. Rail-road bridges Design, construction and detailing of ROB/RUB shall be as specified in Section 6 of the Manual.
7.4.1. Road over-bridges Road over bridges (road over rail) shall be provided at the following locations:
Design Proposed Proposed Width Sr. No. District Chainage Structure type Length (m) (m)
1 695.538 Thane ROB 1x48.525 2X17.5
Note: Construction of ROB shall be as per design of drawings approval by Railways, however, proposed GAD is enclosed herewith for reference.
7.4.2. Road under bridges: Nil
7.5. Grade separated structures The grade separated structures shall be provided at the locations and of the type and length specified in paragraphs 2.9 and 3 of this Annex-I
7.6. Repair and Strengthening of Bridges and Structures: NIL
7.7. List of Major Bridges and Structures
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 30
MSRDC Schedules
Sr. No. Location Nil 8. Retaining wall The retaining wall shall be provided at following locations;
Sr. Start End Total Remarks No. Chainage(Km) Chainage Length (m) (Km)
LHS - Drawing No. MSRDC- 1 674.340 674.897 454.684 MPC- P5- D- GN- RW- 0001
RHS - Drawing No. MSRDC- 2 674.392 674.898 408.362 MPC- P5- D- GN- RW- 0001
LHS - Drawing No. MSRDC- 3 685.850 685.998 149.950 MPC- P5- D- GN- RW- 0001
RHS - Drawing No. MSRDC- 4 685.850 685.919 66.240 MPC- P5- D- GN- RW- 0001
Both Sides - Drawing No. 5 691.950 692.070 120.000 MSRDC-MPC- P5- D- GN- RW- 0001
Both Sides - Drawing No. 6 692.235 692.415 180.000 MSRDC-MPC- P5- D- GN- RW- 0001
Both Sides -Drawing No. 7 670880.2 670885.8 6.0 MSRDC-MPC- P5- D- MN- GA- 0003
Both Sides -Drawing No. 8 670934.3 670940.1 6.0 MSRDC-MPC- P5- D- MN- GA- 0003
Both Sides -Drawing No. 9 666575.7 666589 13.0 MSRDC-MPC- P5- D- GN- GA- 0079
10 668936.9 668940.6 4.0 Both Sides -Drawing No.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 31
MSRDC Schedules
Sr. Start End Total Remarks No. Chainage(Km) Chainage Length (m) (Km) MSRDC-MPC- P5- D- GN- GA- 0079
Both Sides -Drawing No. 11 677488.8 677501.1 12.0 MSRDC-MPC- P5- D- GN- GA- 0069
Both Sides -Drawing No. 12 677764 677776.7 13.0 MSRDC-MPC- P5- D- GN- GA- 0069
Both Sides -Drawing No. 13 680328.1 680341.1 13.0 MSRDC-MPC- P5- D- GN- GA- 0068
Both Sides -Drawing No. 14 680954 680967.1 13.0 MSRDC-MPC- P5- D- GN- GA- 0068
Both Sides -Drawing No. 15 697398.5 697411 13.0 MSRDC-MPC- P5- D- GN- GA- 0076
Both Sides -Drawing No. 16 700058.5 700071.1 13.0 MSRDC-MPC- P5- D- GN- GA- 0075
Both Sides -Drawing No. 17 700264 700276.2 12.0 MSRDC-MPC- P5- D- GN- GA- 0075
Both Sides - MSRDC-MPC- 18 695500.4 695511.7 11.0 P5-D-RB-GA-0001
Both Sides - MSRDC-MPC- 19 695575.3 695585.5 10.0 P5-D-RB-GA-0001
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 32
MSRDC Schedules
9. Traffic control devices and road safety works Traffic control devices and road safety works shall be provided in accordance with Section 10 of the Manual. Necessary Berms and soil stabilization, rock bolting etc shall be provided wherever necessary and as per the manual.
9.1. Specifications of the reflecting sheeting As specified in Paragraph 10.2.5 of the Manual.
9.2. Crash barriers detail is provided in the table below: Sr. Design Chainage in Km Length Side No. Start End 1 666.100 666.140 40 LEFT 2 668.970 671.290 2320 LEFT 3 672.560 672.850 290 LEFT 4 673.020 675.010 1990 LEFT 5 675.050 675.360 310 LEFT 6 675.760 676.140 380 LEFT 7 676.180 677.810 1630 LEFT 8 678.870 678.960 90 LEFT 9 678.980 679.040 60 LEFT 10 679.520 679.560 40 LEFT 11 679.720 681.000 1280 LEFT 12 683.390 683.720 330 LEFT 13 684.240 684.300 60 LEFT 14 684.820 685.640 820 LEFT 15 685.820 686.290 470 LEFT 16 691.180 691.460 280 LEFT 17 691.620 692.500 880 LEFT 18 692.570 692.640 70 LEFT 19 693.240 693.810 570 LEFT 20 699.070 699.110 40 LEFT 21 671.500 671.530 30 RIGHT 22 672.550 675.260 2710 RIGHT 23 675.350 675.380 30 RIGHT 24 675.630 675.800 170 RIGHT 25 675.900 676.540 640 RIGHT 26 676.720 676.800 80 RIGHT 27 676.890 677.810 920 RIGHT 28 678.890 679.200 310 RIGHT 29 679.510 679.580 70 RIGHT
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 33
MSRDC Schedules
Sr. Design Chainage in Km Length Side No. Start End 30 679.730 679.800 70 RIGHT 31 679.930 680.970 1040 RIGHT 32 681.090 681.140 50 RIGHT 33 681.170 681.250 80 RIGHT 34 683.320 683.630 310 RIGHT 35 684.140 684.186 46 RIGHT 36 684.660 684.730 70 RIGHT 37 684.780 684.880 100 RIGHT 38 684.990 685.740 750 RIGHT 39 691.210 691.450 240 RIGHT 40 691.720 692.090 370 RIGHT 41 692.150 692.450 300 RIGHT 42 692.560 692.630 70 RIGHT 43 693.086 693.130 43 RIGHT 44 693.250 693.830 580 RIGHT 45 701.180 701.363 183 RIGHT Note: Terminals at start and end of the safety barrier shall be provided at each location in addition to the lengths in the table above. Crash barriers shall be provided in addition to the list provided in Clause 9.2 above at locations warranted as per the manual.
10. Roadside furniture Roadside furniture shall be provided in accordance with the provisions of section 10 of the Manual. Other Sr. Design Project Facility Location Essential No. Requirements Details Traffic Signs and Pavement As per 1 Entire length Markings Schedule D As per 2 Road Boundary Stones Entire length Schedule D As per 3 Kilometer and 200m stones Entire length Schedule D Road side Delineators As per 4 Horizontal curves Schedule D
10.1. Overhead signs Locations and size of overhead signs shall be as specified in the table given below; Overhead signs shall be provided at project terminal and interchanges Sr. No. Location (Km) Size Side LXH in m
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 34
MSRDC Schedules
Sr. No. Location (Km) Size Side LXH in m 1 669.500 5.55 X 5.235 LHS 2 670.100 11.25 X 3.8 LHS 3 670.200 7.5 X 3.8 LHS 4 675.200 7.5 X 3.8 RHS 5 675.400 11.25 X 3.8 RHS 6 675.800 5.55 X 5.235 LHS 7 675.900 5.55 X 5.235 RHS 8 676.800 5.55 X 5.236 LHS 9 677.900 5.55 X 5.237 RHS 10 677.300 11.25 X 3.8 LHS 11 677.600 7.5 X 3.8 LHS 12 679.000 7.5 X 3.8 RHS 13 679.200 11.25 X 3.8 RHS 14 679.700 5.55 X 5.235 RHS 15 680.200 5.55 X 5.236 RHS 16 691.800 5.55 X 5.237 LHS 17 692.800 5.55 X 5.237 LHS 18 693.300 11.25 X 3.8 LHS 19 693.800 7.5 X 3.8 LHS 20 695.300 7.5 X 3.9 RHS 21 695.700 11.25 X 3.8 RHS 22 696.200 5.55 X 5.237 RHS 23 696.700 5.55 X 5.237 RHS 24 700.500 5.55 X 4.00 LHS 11. Compulsory Afforestation Deleted 12. Hazardous locations Road Side safety barriers shall be provided at all locations of hazards such as high embankment, road side obstacles, sharp curves, VUP and bridge approaches, overpasses, ROB and any other locations identified in consultation with Independent Engineer during the execution of the Project Expressway. 13. Change of Scope The length of Structures and bridges specified herein above shall be treated as an approximate assessment. The actual lengths as required on the basis of detailed investigations shall be determined by the Contractor in accordance with the Specifications and Standards. Any variations in the lengths specified in this Schedule-B shall not constitute a Change of Scope, and except any variations in the length arising
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 35
MSRDC Schedules out of a Change of Scope expressly undertaken in accordance with the provisions of Article 13. 14. Rainwater Harvesting The construction of rain water harvesting structure is mandatory in and around water crisis area and structures shall be constructed at 1.0km interval on both side of the carriageway. Which shall be planned and executed as per the requirement stated by Ground Water Surveys Development Agency, Government of Maharashtra vide letter number GSDA/DDN/TECH/2639/2017 dated 14 November 2017. 15. Innovative materials to be used in Trial stretch: An innovative material to be used in Trial stretches of pavement to be finalized in consultation with MSRDC and Authority Engineer. Use of waste plastic in Road Construction Location of use: Service Road Material Plastic confirming to Low Density Polyethylene (LDPE), High Density Polyethylene (HDPE), PET and Polyurethane shall be used in pavement construction. Warm Mix Asphalt Location of use: Service Road IRC: SP: 101-2014 “Interim Guidelines for Warm Mix Asphalt” shall be used along with MORT&H specifications for construction. 16. Utilities: Provisions for crossing utilities across Project Expressway and its locations shall be finalized as per good industry practice and in consultation with Authority’s Engineer/ Authority. 17. Durability of structures All structural concrete shall be provided with non-nitrite based migrating corrosion inhibiting admixtures. The admixtures should protect both cathodic and anodic sides and only admixtures recommended by MORTH/IRC shall be used. All exposed concrete surfaces above ground shall be coated with anti-carbonation coating recommended by MORTH/IRC. All bridge decks shall be provided with water proofing membrane.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 36
MSRDC Schedules 18. Fencing Fencing shall be provided all along the Project Expressway at 3.0 m inside the ROW boundary and as shown in the schematic drawing and specifications as given in Schedule D. Schematic Drawing of Row Fencing/Wall Precast Panel (All dimensions are in mm)
900
PANEL
PANEL 2400 PANEL
PANEL
200 - 300 3300 3300
Sketch – Elevation of Typical Fencing Wall
Cross Section of Precast Panel
65
600
4 Nos. 3 mm Ø MS bars
100
Construction of Nagpur- Mumbai Super Communication Expressway (Package-14) from Km 623.379 to Km 636.479 on EPC Mode 37
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 38
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 39
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 40
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 41
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 42
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 43
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 44
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 45
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 46
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 47
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 48
MSRDC Schedules
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 49 MSRDC Schedules
SCHEDULE – C
(See Clause 2.1)
PROJECT FACILITIES
1 Project Facilities
The Concessionaire shall construct the Project Facilities in accordance with the provisions of this agreement. Such Project Facilities shall include:
a. Toll Plazas;
b. Roadside Furniture;
c. Street Lighting;
d. Landscaping And Tree Plantation;
e. Service Areas (Way Side Amenities)
f. Emergency Medical Aid Posts;
g. Vehicle Rescue Posts;
h. Highway Patrol Unit
i. Tunnel Facilities
2 Project Facilities for Six-Laning
Project Facilities forming part of expressway and to be completed on or before the Project Completion Date have been described in Annex-I of this Schedule-C.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 50 MSRDC Schedules
3 Utilities
One utility duct of 2m x 2m shall be provided at the rate on 1 no per kilometer where ever necessary. The location of utility ducts shall be identified and certified by the Authority’s Engineer. Provisions for crossing utilities across Project Expressway and its locations shall be finalised as per good industry practice and in consultation with Authority’s Engineer/Authority. Number of utility ducts to be provided in project length shall not be less than 5 Nos. Refer Drawing Volume IX for structural design details.
Note: In Case of any discrepancy in numbers or location of any of the project facilities mentioned in this Schedule C, shall be provided in consultation with the Authority’s Engineer as per Site/Design requirement.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 51 MSRDC Schedules
Annex - I (Schedule-C)
1 Project Facilities
The Concessionaire shall construct the Project Facilities described in this Annex-I to form part of the Project. The Project Facilities shall include:
a. Toll Plazas;
b. Roadside Furniture;
c. Street Lighting;
d. Landscaping And Tree Plantation;
e. Service Areas;
f. Emergency Medical Aid Posts;
g. Vehicle Rescue Posts;
h. Highway Patrol Unit
i. Tunnel Facilities
2 Description of Project Facilities
Each of the Project Facilities is briefly described below:
(a) Toll Plazas
The location of Toll Plazas is as under:
Sr. No. Location of Toll Plaza at Km
Toll plazas (8 no’s- 1 for each ramp) shall be provided on interchange 3 at Ramp 1 Ch. 0+675 (TCS -14)Ramp 2 Ch. 0+567(TCS -14) ramp 3 Ch. 0+026 (TCS -14)ramp 4 Ch. 0+850 (TCS 1 -14)Ramp 7 Ch. 0+480 (TCS -14)Ramp 8 Ch. 0+548 (TCS -14)Ramp 9 Ch. 0+480 (TCS -14)Ramp 10 Ch. 0+510 (TCS -14)Sapgaon as specified in Schedule B
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 52 MSRDC Schedules
Toll Plaza (4 No’s- 1 for each ramp) shall be provided on 2 interchange 4 at Ramp 1 Ch. 0+160 (TCS -24)Ramp 2 Ch. 0+583(TCS -24) Hiv-Ras as specified in Schedule B
Toll Plaza at Km Ch. 697.000 (TCS -09)on Main Carriageway of the 3 Expressway as specified in Schedule B
Toll Plaza shall be provided in accordance with the Manual and Standards as referred in Schedule-D.
(b) Road side Furniture
Road side furniture shall be provided in accordance with Section 13 of the Manual. The Concrete / Metal Crash Barriers shall be provided in accordance with the Manual.
The provision of road side furniture shall be finalised as per the Manual and in consultation with the Authority Engineer.
(i) Traffic Signs and Pavement Markings
Traffic signs and pavement markings shall include roadside signs, overhead signs as per relevant IRC standard including; curb mounted signs and road markings along the Project Expressway. The design and marking for the Project Expressway shall be as per the design standard indicated in Schedule-D and the location for various treatments shall be finalised in consultation with the Authority Engineer. Adequate Number of Cat’s eyes reflector and delineators demarcating the edge lines, lane markings and junctions shall be provided to ensure safety of pedestrians and traffic.
Traffic signs for the Tunnel locations include Variable Messages Signs inside the Tunnel, traffic lights above each lane at entry portal end and inside. (ii) The cat’s eyes or road studs shall be provided to improve the visibility in night-time and wet-weather conditions. These shall be prismatic retro-reflective type, conforming to ASTM D4280.
(iii) Concrete Crash Barrier, Metal beam crash barrier, Separators (MS Railing)/Wire rope barrier as per the Manual
(iv) Boundary fencing for the entire length of the Expressway on both sides (Chain link fencing)
(v) Traffic Safety Devices, as required
(vi) Boundary Stones
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 53 MSRDC Schedules
(vii) Hectometer / Kilometer Stones
(viii) Traffic Blinker Signals (LED) at intersections
(ix) Any other item given in Manual
(c) Street Lighting
Street lighting shall be provided in accordance with the Manual of Specifications and Standards as referred in Schedule-D but not limited to, the following:
1. Toll Plaza areas 2. Service areas 3. Top and underside of grade separated structures including flyovers as well as underpasses 4. All service roads 5. Approaches to the Tunnel shall be provided in accordance with Section 12.3 of the Manual 6. Inside Tunnels as per the Section 14.8 of the Schedule-D
(d) Landscaping and Plantation
Landscaping of the highway shall be provided as per provisions of Manual
(e) Service /Rest Area:
Sr. No. Location (Design Chainage ) Area (Hec) Remark Nil
Note: In case of any discrepancy in numbers or location of any of the project facilities mentioned in this Annex-I, the Authority's Engineer shall finalize the number/location of these facilities as per site requirement.
(f) Emergency Medical Aid Posts
These services shall include setting up medical aid posts by the Concessionaire. The Concessionaire shall provide ambulance(s) at the Toll Plaza locations manned by at least two trained and certified paramedics so that the response time is not more than 20 minutes of call. Each ambulance shall be equipped with first aid, life saving medical services and support system implements for transporting the victims to the nearest trauma care hospitals, and providing emergency medical aid during transportation of victims from accident site to the nearest trauma care hospital. It shall also be fitted with
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 54 MSRDC Schedules
a GPS based Vehicle Tracking System to monitor its movement on 24 hrs x 7 days of a week basis.
The vehicle shall be Matador Vani Swaraj Mazda Tempo Traveler or equivalent of white colour with the provision of two stretchers, fitted with rotating light for easy recognition, with control center helpline numbers painted prominently on all sides. The ambulance is required to have the following medicines and equipments and also the paramedical staff:
A) General Ambulance
Folding Doctor Seat with Belt with adequate height in relation to the stretcher, Antistatic , water proof ply board vinyl flooring, Channel, Locking system for rolling stretcher, High intensity blinkers/light barlsiren / beacon, Electronic siren with Public Addressing System, Internal lighting with three spot light embedded in ceiling, AC/DC connection and outlet points, Wash basin with Stainless Steel Tank, 58 Trash bin Cabinet integrated with interiors , Head racks and cupboard, Attendant seat with seat belt to double as second stretcher for stable patients, Provision for communication system where the location of ambulance can be located, Provision for fog light on sides, Cool/Warm boxes, Provision of Fire Extinguishers, Handheld Spotlight, Inverter with the facility re-charging from 220V AC and Vehicle's alternative, Oxygen delivery system comprising of Cylinder Trolley, pressure tubing with regulators, Roof mounted Air-conditioner with appropriate cooling capacity with additional blower for Patient Cabin, Extrication equipment and Good Suspension to cater for smooth transportation.
B) Basic Life Support System
Automatic loading stretcher, Scoop stretcher, Folding stretcher, Spine board full, Vacuum splint kit/foldable splints, C-Collars, Oxygen Cylinder with accessories mounted/with manifold and pressure indicators, Oxygen Cylinder (aluminum portable), BP Instruments (Wall mounted-Aneroid), Stethoscope, Automatic defibrillator, Resuscitation bag (ambu bag, laryngoscope, airways and masks of different size including pediatric). Manual foot operated suction pump. I. V. Fluid and I.V. Sets, Tourniquet, First Aid Box (Dressing material/ Antiseptic lotion/Analgesic etc.), Linen/Blanket, Laryngeal mask airway of all sizes.
C) The following paramedical staff are required with proper uniform and name of the person written on the uniform:
i. Trained Paramedical Staff 1
ii. Nursing staff with knowledge of first aid 1
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 55 MSRDC Schedules
iii. Driver for ambulance 1
(g) Vehicle rescue posts
The Concessionaire shall provide a carne of adequate capacity (minimum 30 MT) at each Toll Plaza location (s) with all necessary equipment so that it can reach the site of the incident within 30 minutes of call and clear the disabled/ accidented vehicles. If shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement on 24 hours x 7 days of a week basis.
(h) Highway Patrol Unit(s)
The Concessionaire shall establish and operate Highway Patrol Unit(s) at the Toll Plaza Locations, which shall continuously patrol the highway in a stretch not exceeding 50 km and shall remain in contact with the Control Room on a real time basis. The patrol shall render assistance to users in distress and disabled vehicles through own intervention or by calling for assistance from Control Room, Crane operators or ambulance as required. The patrol shall promptly clear the road of any obstruction. Where the obstructions take time to be cleared, the section shall be cordoned off by placing traffic cones, which shall be illuminated during night. The patrol vehicle shall be large enough for seating atleast four personnel besides the driver and space to carry essential traffic and incidence management and safety tools. It shall also have a light on its top and a siren on board. It shall also be filled with a GPS based Vehicle Tracking System to monitor its movement on 24 hrs x 7 days of a week basis.
Each Patrol Vehicle should carry the following equipment:
a) Fire extinguisher (1 no.)
b) Gas culler with protective glass (2 nos.)
c) Liquid container (2 nos.), Water container with fresh water (1 no.) and Funnel.
d) Rubber Gloves, Leather Gloves (1 pair each)
e) Brooms one hard bristle, other soft (2 nos.)
f) Gum boot (4 pairs), Rain coat (4 pairs), Blanket (1 no.)
g) Torch light (4 no.), Spare Batterie, Flashing light (1 nos.)
h) Hydraulic jack, towing chain, Animal hook, rope.
i) Tool set (with standard set of spanners, pliers, hammers etc.), shovels.
j) Digital Camera, measuring tape.
k) Paper pad, Forms, pens/pencils, folders.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 56 MSRDC Schedules
l) First Aid kit, Rain Coat, water proof sheets, stretchers (2 nos.)
m) List of Hospitals in the area.
Each vehicle should also carry the following Traffic Management Equipment, (used/worn out items shall be replaced forthwith with new ones)
a) Sign boards- "Accident ahead"- 3 nos., "Lane merging"- 3 nos., "Direction Arrows"- 3 nos., "Speed Limit" (80/60/40)- 3 nos., "Keep left/right"- 2 nos. (all signs 1200 mm size and of retro-reflective type (micro prismatic cube comer).
b) Sign Stand set (one for triangular and other for circular sign)-6 sets.
c) Flags, whistle, reflective hand signal.
d) Traffic cones 500 mm size with solar bulb mounted on top 20 nos.
e) Barricades-4 nos. reflective type (100 m), tape , stands, flags of 600 mm by 600 mm made of good red cloth secured to a staff at 1 m length, paddles all east 600 mm wide and provided with rigid handle with markings SLOW , STOP.
f) Reflective jackets - 12 nos . As a minimum, each patrol vehicle should carry sufficient communication equipment to render its staff capable of direct communication with the Control Room. Manpower: The team which is to be deployed with each patrol vehicle, needs adequate training for their tasks, especially in first aid, vehicle maintenance and minor repairs. The Concessionaire must employ sufficient manpower to work in shifts for each patrol vehicle. Typical staffing shall be: ·
a) Route Patrol ln charge
b) Route Patrol Assistant
c) Driver, with knowledge of vehicle repairs (i) Tunnel facilities The Contractor is required to design, install, operate and maintain Tunnel Facilities as part of project facilities which are in addition to the Highway Traffic management System specified elsewhere in the Manual. The components to be deployed shall inter alia include: (A) Video Surveillance System (CCTV PTZ Dome/ Fixed Camera) (B) Video Incidence Detection System (C) Emergency Roadside Telephones (D) Variable Messages Signs
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 57 MSRDC Schedules
(E) Meteorological Sensors inside and outside of the Tunnel (F) Tunnel Operation and Maintenance Centers on each end of Tunnels (Total 2 Numbers) equipped with Integrated Supervisory Control and Data Acquisition (SCADA) Control System with Anti-Hacking provisions and conforming to the section 14 of the Manual and Schedule -D. (G) Communication System (H) Leaky Feeder Cable for mobile signals (I) Fire Fighting System (J) Tunnel Ventilation (K) Over Head Maintenance passage with access arrangement from footpath at every 100m (L) Power supplies from 2 alternative sources including substation supported with back up to facilitate 24x7 operation and maintenance of Tunnel and control center. Back up shall be provided by Uninterrupted Power Supply (UPS) and Diesel Generators of adequate capacity with storage of Fuel (80% of peak load for two hours) shall be provided at each Tunnel operation and control center. (M) Linear Heat Detection
3. Utilities
Provision of accommodating utilities has been made over as well as underground within utility corridor on either side of the Project Highway.
4. Rainwater Harvesting
As per Ministry of Environment and Forests Notification, New Delhi dated 14.01.1997 (as amended on 13.01.1998, 05.01.1999 & 6.11.2000), the construction of Rain water, harvesting structure is mandatory in and around Water Crisis area, notified by the Central Ground Water Board.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 58 MSRDC Schedules
SCHEDULE – D
(See Clause 2.1)
SPECIFICATIONS AND STANDARDS
1. Construction
The Contractor shall comply with the Specifications and Standards set forth in Annex-I of this Schedule-D for construction of the six Lane Project Highway.
1.1 Design Standards
The Project Highway including Project Facilities shall conform to design requirements set out in the following documents:
The Contractor shall comply with the Specifications and Standards set forth in Annex-I of this Schedule-D for construction of the Project Highway.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 59 MSRDC Schedules
Annex - I (Schedule-D)
SPECIFICATIONS AND STANDARDS FOR EXPRESSWAYS
1. Specifications and Standards
All Materials, works and construction operations shall conform to the Manual of Specifications and Standards for Expressways (IRC: SP: 99-2013) published by IRC (referred to as “Manual” in Schedules) and MORTH Specifications for Road and Bridge Works.
Where the specification for a work is not given, Good Industry Practice shall be adopted to the satisfaction of the Authority’s Engineer.
2. Deviations from the Specifications and Standards
2.1 The terms "Contractor", "Independent Engineer" and "Concession Agreement" used in the Manual shall be deemed to be substituted by the terms "Contractor", "Authority's Engineer" and "Agreement" respectively.
2.2 Notwithstanding anything to the contrary contained in the aforesaid Manual, the following Specifications and Standards shall apply to the Project Highway, and for purposes of this Agreement, the aforesaid Manual shall be deemed to be amended to the extent set forth below:
Clau se refer S. Detail of red Modified Provision No. Item in Man ual Design Design speed adopted for entire project is 1 2.2.1 Speed 150kmph No service roads shall be provided Service roads shall be provided as per Plan and 2 2.3.3 within Profile throughout the Expressway the ROW of the Expressw ay 2 2.9.3 Desirable Speed 120 Kmph 150 Kmph
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 60 MSRDC Schedules
and Absolute 670 m 1050 m minimum Minimum Radius Radii Desirable 1000 m 1500 m Minimum radius
3 2.9.3 Sight Speed 120 Kmph 150 Kmph distances Safe Stopping 250 m 360 m sight distance
desirable minimum sight 500 m 720 m distance
Minimum 100 Kmph 120 Kmph 150 Kmph 5.7.5 K value IRC for 4 SP vertical 73.6 137 295 23 curve for SSD
As shown in Schedule B (RC Panel with Barbed 5 10.10 Fencing wire)
In addition to clause 1.4 of Manual following provision shall be followed:
List of other Acceptable Codes, Standards, Guidelines and Technical Specifications.
i) Road Traffic and Work Zone Safety Manual published NHAI
ii) Quality Assurance Manual published NHAI
iii) Draft Green Highway Project issued by MoRTH
2.3 Modified highway geometric desıgn parameters -
The Manual provides the required guidelines for expressways of design speed 120kmph in plain and 100 kmph in rolling terrain. However, the design speed of Nagpur-Mumbai Super Communication Expressway is expected to be 150kmph. ıt would require certain deviations from the Manual specified design parameters to accommodate the higher design speed. These deviations are discussed as follows:
The Manual Clause 2.2 Design Speed:
The Expressway should be designed for 150 kmph in plain and rolling terrain. However, for hilly/mountainous terrain, lower design speed consistent with the topography may be considered with prior approval. Adequate signage and other traffic engineering Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 61 MSRDC Schedules
measures should be adopted at the transition sections to make road users aware of the change.
IRC: SP: 99-2013 Clause 2. 5. 3 Edge Strip:
There is no deviation in the width and construction specification of the edge strip. However, additional 1.0 m to 1.25 m stabilized granular shoulder may be considered on the median side for safe stoppage of vehicles travelling in the right most lane during emergency.
The Manual Clause 2.5.4 Median Transition
In addition to the details provided in the Manual, sections with different median widths should have harmonious transition. A parabolic transition is preferred over the linear transition. The transition rate of 1 in 75 may be adopted for the purpose. It may be developed using the equations given below:
Where,
T is total desired transition in width of median (m),
R is transition rate (i. e., 1 in 75),
x is the interval along length of road (say, every 5 m) and varies from 0 to T/R (m).
Tx is the transition at x m interval.
The Manual Clause 2. 9. 2: Horizontal Alignment
In addition to the details provided in the Manual, following particulars may be adopted:
Short straight sections (typically less than 400m) between two curve sections in the same direction shall be avoided. It would help to mitigate the effect of broken back curve configuration.
Maximum length of straight or tangent section is recommended to be 2500 m. It would help to break monotony in driving.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 62 MSRDC Schedules
Alignments with larger transition and circular curves flanked by longer straight or tangent section on either side of the curve section should be preferred while developing the alignment.
The Manual Clause 2, 9. 2. 3: Radii of horizontal curves
For design speed of 150 kmph, the desirable minimum radius shall be 2000 m, and absolute minimum radius in unavoidable circumstances shall be 1050 m, The minimum radius shall be measured for the centre of innermost lane of the carriageway.
Further, horizontal curves should not be too short,
The Manual Clause 2.9,2.4: Transition curves
For design speed of 150 kmph, the minimum transition curve length should be 180 m.
The transition curve shall be equally distributed between tangent and curved section.
The Manual Clause 2.9.3.1: Safe stopping sight distance
The table below (Table 1) provides the safe stopping sight distance and desirable minimum sight distance (i.e., Intermediate sight distance) for various downward gradients. Sight distances for 0% gradient maybe adopted for upward gradients.
Table 1: Safe stopping sight distance and desirable minimum sight distance
Gradient 0% -0.5% -1.0% -1.5% -2.0%
Safe Stopping Sight Distance (m 360 362 365 370 375
Desirable Minimum Sight Distance 720 725 730 740 750 (m)
(Intermediate sight distance)
The Manual Clause 2.9.3.2: Decision sight distances
In addition to the critical location indicated in the Manual, following locations may be considered for the decision sight distance:
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 63 MSRDC Schedules
At exits and merging sections, including exits to roadway facilities;
Sections with change in speed limit,
Sections with frequent vertical and horizontal curves.
The drivers of fast moving vehicles are required to make decisions while overtaking the slow moving vehicles. Hence, if considerable number of slow moving vehicles (slower by 20kmph or more) are anticipated, it is advisable to adopt decision sight distance instead of stopping sight distance for designing the geometric features of the expressway. Appropriate advisory traffic signs such as "Look out for slow-moving vehicles" and other appropriate traffic engineering measures may be considered wherever the decision sight distance is not available. The decision sight distances may be separately calculated for urban, suburban and rural sections through which the expressway is expected to pass. For a design speed of 150 kmph, the minimum decision sight distance of 470 m maybe recommended for rural areas, 540 m for suburban areas and 610 m for urban areas.
The Manual Clause 2. 9. 4. 1 Vertical Alignment
In addition to the details provided in the Manual, following particulars may be adopted.
If the vertical gradient exceeds 3%, appropriate limits on the maximum length of longitudinal section may be considered after field studies. It would depend on the maximum desired speed drop of heavy vehicles and the adopted gradient.
Separate climbing lanes may be considered for longer stretches of roadway with steeper gradients. In these sections, it is expected that heavier vehicles would considerably slow down. The length of the stretch and its gradient may be ascertained from field studies.
Minimum longitudinal gradient on bridges and tunnels may be considered for drainage.
It is advisable to provide emergency escape ramps on hilly terrain where the alignment has longer sections with steep downward gradient. Such ramps maybe placed preferably before any sharp horizontal curve.
The Manual Clause 2.9.4.2: Gradients
There is no deviation in the minimum, ruling and limiting gradients for design speed of 150 kmph. However, the minimum longitudinal gradient shall be ascertained at sections where consecutive horizontal curves in opposite direction are expected with zero crossfall in-between. Further, vertical curve is not required for minimum grade change
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 64 MSRDC Schedules
of 0. 5%. However, when provided, vertical curves with minimum length of 130 m should be considered.
The Manual Clause 2.9.5: Coordination of Horizontal and Vertical Alignment
In addition to the details provided in the Manual, following particulars may be adopted:
Avoid short sags between two straights or short straights between sags.
Tangent length in horizontal and vertical alignments shall be equal.
Avoid flat, straight-board effect (especially on bridges)
Disjointed effect (bottom of a horizontal curve hidden due to preceding sag- curve) should be avoided.
The Manual Cause 3. 3. 8: Acceleration/Deceleration Lanes
The acceleration lane length depends on vehicle speed at the entry point of the ramp, prevailing vehicle speed in the adjacent lane of the expressway and acceleration rate. Whereas, the deceleration lane length depends on the vehicle speed at the time of entering the ramp, minimum vehicle speed at the end of the ramp and deceleration rate. The acceleration and deceleration rate varies with vehicle speed and depends on its engine characteristics. Considering the acceleration/deceleration and speed characteristics of vehicles adopted in USA, the estimated acceleration and deceleration lane length are as follows:
Table 2 Minimum acceleration and deceleration lengths for grades of 2 percent or less
speed on entry/exit curve of ramp 60 80 100 120 (kmph)
Length of acceleration lane (m) 930 820 450 350
Length of deceleration lane (m) 240 180 140 110
The left most lane is generally occupied by slow moving heavy vehicles traveling at 80kmph or less speed. In this case, the acceleration lane lengths based on the prevailing vehicle speed in the left most lane are as follows:
Table 3 Acceleration lengths based on prevailing speed in the left most lane
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 65 MSRDC Schedules
Prevailing vehicle speed in Acceleration Length L (m) left most lane (kmph)
Speed on entry curve (km/h)
60 80
80 305 -
100 620 470
Tunnel:
Tunnel facilities provisions shall be as per category applicable as per Table 7.1 of the Manual.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.479 on EPC Mode 66 MSRDC Schedules
SCHEDULE – E (See Clauses 2.1 and 14.2)
MAINTENANCE REQUIREMENTS
1. Maintenance Requirements
1.1. The Contractor shall at all times maintain the Project Expressway in accordance with the provisions of this Agreement, Applicable Laws, and Applicable Permits.
1.2. The Contractor shall repair or rectify any defect or deficiency set forth in Paragraph 2 of Schedule - E within the time limit specified therein and any failure in this behalf shall constitute non-fulfillment of the Maintenance obligations by the Contractor. Upon occurrence of any breach hereunder, the authority shall be entitled to effect reduction in monthly lump sum payment as set forth in Clause 14.6 of this Agreement, without prejudice to the rights of the Authority under this Agreement, including termination thereof.
1.3. All materials, works, and construction operations shall conform to the MORT&H Specifications for Road and Bridge Works, and the relevant IRC publications. Where the specifications for a work are not given, Good Industry Practice shall be adopted.
2. Repair/Rectification of Defects and Deficiencies The obligations of the Contractor in respect of Maintenance Requirements shall include repair and rectification of the defects and deficiencies specified in Annex-I of this Schedule- E within the time limit set forth therein.
3. Other Defects and Deficiencies In respect of any defect or deficiency not specified in Annex-I of this Schedule-E, the Authority’s Engineer may, in conformity with Good Industry Practice, specify the permissible limit of deviation or deterioration with reference to the Specifications and Standards, and any deviation or deterioration beyond the permissible limit shall be repaired or rectified by the Contractor within the time limit specified by the Authority’s Engineer.
4. Extension of Time Limit
Notwithstanding anything to the contrary specified in this Schedule-E, if the nature and extent of any defect or deficiency justifies more time for its repair or rectification than the time specified herein, the Contractor shall be entitled to additional time in conformity with
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 67 MSRDC Schedules
Good Industry Practice.Such additional time shall be determined by the Authority’s Engineer and conveyed to the Contractor and the Authority with reasons thereof.
5. Emergency Repairs/Restoration
Notwithstanding anything to the contrary contained in this Schedule-E, if any Defect, deficiency or deterioration in the Project Expressway poses a hazard to safety or risk of damage to property, the Contractor shall promptly take all reasonable measures for eliminating or minimizing such danger.
6. Daily Inspection by the Contractor
The Contractor shall, through its engineer, undertake a daily visual inspection of the Project Expressway and maintain a record thereof in a register to be kept in such form and manner as the Authority’s Engineer may specify. Such record shall be kept in safe custody of the Contractor and shall be open to inspection by the Authority and the Authority’s Engineer at any time during office hours.
7. Pre-monsoon / Post-monsoon Inspection
The Contractor shall carry out a detailed pre-monsoon inspection of the Expressway, and its drainage system before 1st June every year in accordance with the guidelines contained in IRC: SP: 35. Report of this inspection together with details of proposed maintenance works as required on the basis of this inspection shall be sent to the Authority’s Engineer before the 10th June every year. The Contractor shall complete the required repairs before the onset of the monsoon and send to the Authority’s Engineer a compliance report. Post monsoon inspection shall be done by the 30th September and the inspection report together with details of any damages observed and proposed action to remedy the same shall be sent to the Authority’s Engineer.
8. Repairs on Account of Natural Calamities
All damages occurring to the Project Expressway on account of a Force Majeure Event of default or neglect of the Authority shall be undertaken by the Authority at its own cost. The Authority may instruct the Contractor to undertake the repairs at the rates agreed between the Parties.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 68 MSRDC Schedules
Annex – I (Schedule-E)
REPAIR/RECTIFICATION OF DEFECTS AND DEFICIENCIES
The Contractor shall repair and rectify the Defects and Deficiencies specified in this Annex-I of Schedule-E within the time limit set forth in the table below.
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
Road
(a) Carriageway and paved shoulders
Temporary restoration of traffic (i) Breach or blockade within 24 hours; permanent restoration within 15 (fifteen) days
Roughness value exceeding 2000mm in (ii) a stretch of 1km (asmeasured by a laser 120 (one hundred and twenty) days profilometer)
(iii) Pot holes 24 hours
(iv) Any cracks in road surface 15 (fifteen) days
Any depressions, rutting exceeding 30 (thirty) days (v) 10mm in road surface
(vi) Bleeding/skidding 7 (seven ) days
Routing and sealing random transverse (vii) 15 (fifteen) days cracks that are larger in width than 5mm
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 69 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
Routing and sealing random longitudinal (viii) 15 (fifteen) days cracks that are larger in width than 5mm
(ix) Any other defect/distress on the road 15 (fifteen) days
(x) Damage to pavement edges 15 (fifteen) days
(xi) Removal of debris, dead animals 6 hours
(b) Granular earth shoulders, side slopes, and drains
Variation by more than 1% in the prescribed slope of camber/cross fall (i) 7 (seven) days (shall not be less than the camber on the main carriageway)
(ii) Edge drop at shoulders exceeding 40mm 7 (seven) days
Variation by more than 15% in the (iii) 30 (thirty) days prescribed side (embankment) slopes
(iv) Rain cuts/gullies in slope 7 (seven) days
(v) Damage to or silting of side drains 7 (seven) days
Desilting of drains in urban/semi-urban (vi) 24 hours areas
7 (seven) days (Restore immediately (vii) Railing, parapets, crash barriers if causing safety hazard)
(c) Road side furniture including road sign and pavement marking
(i) Damage to shape or position, poor 48 hours
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Nature of Defect or Deficiency Time Limit for Repair/ Rectification
visibility or loss of retro-reflectivity
Painting of KM stone, railing, parapets, As and when required/Once every (ii) crash barriers year
Damaged/missing road signs requiring (iii) 7 (seven) days replacement
(iv) Damage to road mark ups 7 (seven) days
(d) Road lighting
(i) Any major failure of the system 24 hours
(ii) Faults and minor failures 8 hours
Any other defects/deficiency not covered (iii) above but pointed out by Authority’s 3 (three) days Engineer
(e) Trees and plantation
Obstruction in a minimum head-room of (i) 5m above carriageway or obstruction in 24 hours visibility of road signs
(ii) Removal of fallen trees from carriageway 4 hours
Deterioration in health of trees and (iii) Timely watering and treatment bushes
(iv) Trees and bushes requiring replacement 30 (thirty) days
Removal of vegetation affecting sight line (v) 15 (fifteen) days and road structures
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 71 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
Any other defects/deficiency not covered (vi) above but pointed out by Authority’s 3 (three) days Engineer
(f) Other Project Facilities and Service roads
Damage in service roads, pedestrian (i) 15 (fifteen) days facilities, stairs, and Medical Aid Posts.
Damaged vehicles or debris (ii) 4 (four) hours on the road
(iii) Malfunctioning of the mobilecrane 4 (four) hours
(g) Rest area
(i) Cleaning of toilets Every 4 hours
(ii) Defects in electrical, water and sanitary 24 hours installation
(h) Toll Plaza Not Applicable
Bridges
(a) Superstructure
Any damage, cracks, spalling / scaling Within 48 hours
(i) Temporary measures Within 15 (fifteen) days or as
Permanent measures specified by the Authority’s Engineer
(b) Foundations
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 72 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
(i) cavitation’s ( if any) 15 (fifteen) days
(c) Piers, abutments, return walls, and wing walls
Cracks and damages including settlement (i) 30 (thirty) days and tilting, spalling, scaling
(d) Bearings (metallic/POT PTFE ) of flyover
15 (fifteen) days Deformation, damages, tilting or shifting (i) Greasing of metallic bearings once in of bearings a year
(e) Joints
(i) Malfunctioning of joints 15 (fifteen) days
(f) Other items
(i) Deforming of pads in elastomeric bearings 7 (seven) days
Gathering of dirt in bearings and joints; or (ii) clogging of spouts, weep holes, and vent- 3 (three) days holes
3 (three) days Damage or deterioration in kerbs, (iii) (immediately within 24 hours if parapets, handrails, and crash barriers posing danger of safety)
Rain-cuts or erosion of banks of the side (iv) 15 (fifteen) days slopes of approaches
(v) Damage to wearing coat 15 (fifteen) days
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 73 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
Damage or deterioration in approach (vi) slabs, pitching, apron, toes, floor, or guide 30 (thirty) days bunds
Growth of vegetation affecting the (vii) 15 (fifteen) days structure or obstructing the waterway
Hill Roads
(i) Damage to retaining wall/breast wall 7 (seven) days
(ii) Landslides requiring clearance 12 (twelve) hours
(iii) Snow requiring clearance 24 (twenty four) hours
Note: For rigid pavement, maintenance manual and maintenance schedule shall be finalised by Authority Engineer as per good industry practice and shall be included as part of this schedule.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 74
179 MSRDC Schedules
SCHEDULE- F
(See Clause 3.1.7(a))
APPLICABLE PERMITS
1. Applicable Permits
1.1. The Contractor shall obtain, as required under the Applicable Laws, the following Applicable Permits:
(a) Permission of the State Government for extraction of boulders / stones from quarry;
(b) Permission of Village Panchayats and Pollution Control Board for installation of crushers;
(c) License for use of explosives;
(d) Permission of the State Government for drawing water from river/reservoir;
(e) License from inspector of factories or other competent Authority for setting up batching plant;
(f) Clearance of Pollution Control Board for setting up batching plant;
(g) Clearance of Village Panchayats and Pollution Control Board for setting up asphalt plant;
(h) Permission of Village Panchayats and State Government for borrow earth, and any other permits or clearances required under Applicable Laws.
1.2. Applicable Permits, as required, relating to environmental protection and conservation shall have been procured by the Authority in accordance with the provisions of this Agreement.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 75 MSRDC Schedules
SCHEDULE-G (See Clauses 7.1.1, 7.5.3 and 19.2)
FORM OF BANK GUARANTEE Annex-I (See Clause 7.1.1) PERFORMANCE SECURITY
Executive Engineer, MSRDC (Ltd.) Opp. Bandra Reclamation Bus Depot, Near Lilavati Hospital, K. C. Marg, Bandra (West) Mumbai 400 050
WHEREAS:
______(Hereinafter called the “Contractor”) has executed an agreement (Hereinafter called the “Agreement”) with the “ Chief Engineer, MSRDC, Bandra, Mumbai, Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for the “Construction of Nagpur-Mumbai Super Communication Expressway, Package V with construction package 16 on EPC mode.”, subject to and in accordance with the provisions of the Agreement.
(A) The Agreement requires the Contractor to furnish a Performance Security for due and faithful performance of its obligations, under and in accordance with the Agreement, during the {Construction Period/ Defects Liability Period and Maintenance Period} (as defined in the Agreement) in a sum of Rs. ______Cr. (Rupees ______crore) (the “Guarantee Amount”).
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 76 MSRDC Schedules
(B) We, ______through our branch at ______(the “Bank”) have agreed to furnish this bank guarantee (hereinafter called the “Guarantee”) by way of Performance Security.
NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as follows:
1. The Bank hereby unconditionally and irrevocably guarantees the due and faithful performance of the Contractor’s obligations during the {Construction period /Defects Liability Period and maintenance period} under and in accordance with the Agreement, and agrees and undertakes to pay to the Authority, upon its mere first written demand, and without any demur, reservation, recourse, contest or protest, and without any reference to the Contractor, such sum or sums up to an aggregate sum of the Guarantee Amount as the Authority shall claim, without the Authority being required to prove or to show grounds or reasons for its demand and/or for the sum specified therein. 2. A letter from the Authority, under the hand of an officer not below the rank of Executive Engineer in the NH, MSRDC that the Contractor has committed default in the due and faithful performance of all or any of its obligations under and in accordance with the Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that the Authority shall be the sole judge as to whether the Contractor is in default in due and faithful performance of its obligations during and under the Agreement and its decision that the Contractor is in default shall be final and binding on the Bank, notwithstanding any difference between the Authority and the Contractor, or any dispute between them pending before any court, tribunal, arbitrators or any other Authority or body, or by the discharge of the Contractor for any reason whatsoever. 3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the Bank were the principal debtor and any change in the constitution of the Contractor and/or the Bank, whether by their absorption with any other body or corporation or otherwise, shall not in any way or manner affect the liability or obligation of the Bank under this Guarantee.
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4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to proceed against the Contractor before presenting to the Bank its demand under this Guarantee. 5. The Authority shall have the liberty, without affecting in any manner the liability of the Bank under this Guarantee, to vary at any time, the terms and conditions of the Agreement or to extend the time or period for the compliance with, fulfillment and/or performance of all or any of the obligations of the Contractor contained in the Agreement or to postpone for any time, and from time to time, any of the rights and powers exercisable by the Authority against the Contractor, and either to enforce or forbear from enforcing any of the terms and conditions contained in the Agreement and/or the securities available to the Authority, and the Bank shall not be released from its liability and obligation under these presents by any exercise by the Authority of the liberty with reference to the matters aforesaid or by reason of time being given to the Contractor or any other forbearance, indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever which under any law relating to sureties and guarantors would but for this provision have the effect of releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives all of its rights under any such law. 6. This Guarantee is in addition to and not in substitution of any other guarantee or security now or which may hereafter be held by the Authority in respect of or relating to the Agreement or for the fulfillment, compliance and/or performance of all or any of the obligations of the Contractor under the Agreement. 7. Notwithstanding anything contained hereinbefore, the liability of the Bank under this Guarantee is restricted to the Guarantee amount and this Guarantee will remain in force for the period specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on the Bank under this Guarantee all rights of the Authority under this Guarantee shall be forfeited and the Bank shall be relieved from its liabilities hereunder. 8. The Guarantee shall cease to be in force and effect on Rs. ______unless a demand or claim under this Guarantee is made in writing before expiry of the Guarantee, the Bank shall be discharged from its liabilities hereunder. 9. The Bank undertakes not to revoke this Guarantee during its currency, except with the previous express consent of the Authority in writing, and declares and warrants that it has
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 78 MSRDC Schedules
the power to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank. 10. Any notice by way of request, demand or otherwise hereunder may be sent by post addressed to the Bank at its above referred branch, which shall be deemed to have been duly authorized to receive such notice and to effect payment thereof forthwith, and if sent by post it shall be deemed to have been given at the time when it ought to have been delivered in due course of post and in proving such notice, when given by post, it shall be sufficient to prove that the envelope containing the notice was posted and a certificate signed by an officer of the Authority that the envelope was so posted shall be conclusive. 11. This Guarantee shall come into force with immediate effect and shall remain in force and effect for up to the date specified in paragraph 8 above or unit it is released earlier by the Authority pursuant to the provisions of the Agreement.
Signed and sealed this ____ Day of ______20__ at ______.
SIGNED, SEALED AND DELIVERED
For and on behalf of the Bank by:
(Signature)
(Name)
(Designation)
(Code Number)
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 79 MSRDC Schedules
(Address)
NOTES:
(i) The bank guarantee should contain the name, designation and code number of the officer(s) signing the guarantee.
(ii) The address, telephone number and other details of the head office of the Bank as well as of issuing branch should be mentioned on the covering letter of issuing branch.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 80 MSRDC Schedules
Annex - II (Schedule-G) (See Clause 7.5.3)
FORM FOR GUARANTEE FOR WITHDRAWAL OF RETENTION MONEY
Executive Engineer, MSRDC (Ltd.) Opp. Bandra Reclamation Bus Depot, Near Lilavati Hospital, K. C. Marg, Bandra (West) Mumbai 400 050
WHEREAS:
______(Hereinafter called the “Contractor”) has executed an agreement (Hereinafter called the “Agreement”) with the “Chief Engineer, MSRDC, Mumbai, Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for the “Construction of Nagpur-Mumbai Super Communication Expressway, Package V with construction package 16 on EPC mode.”, subject to and in accordance with the provisions of the Agreement.
(A) In accordance with the Clause 7.5.3 of the Agreement, the Contractor may withdraw the retention money (hereinafter called the “Retention Money”) after furnishing to the Authority a bank guarantee for an amount equal to the proposed withdrawal.
(B) We, ______through our branch at ______(the “Bank”) have agreed to furnish this bank guarantee (hereinafter called the “Guarantee”) for the amount of Rs. ______cr. (Rupees ______) (the “Guarantee Amount”).
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 81 MSRDC Schedules
NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as follows:
1. The Bank hereby unconditionally and irrevocably undertakes to pay to the Authority, upon its mere first written demand, and without any demur, reservation, recourse, contest or protest, and without any reference to the Contractor, such sum or sums up to an aggregate sum of the Guarantee Amount as the Authority shall claim, without the Authority being required to prove or to show grounds or reasons for its demand and/or for the sum specified therein. 2. A letter from the Authority, under the hand of an officer not below the rank of Executive Engineer in the MSRDC, Nagpur that the Contractor has committed default in the due and faithful performance of all or any of its obligations under and in accordance with the Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that the Authority shall be the sole judge as to whether the Contractor is in default in due and faithful performance of its obligations during and under the Agreement and its decision that the Contractor is in default shall be final, and binding on the Bank, notwithstanding any difference between the Authority and the Contractor, or any dispute between them pending before any court, tribunal, arbitrators or any other Authority or body, or by the discharge of the Contractor for any reason whatsoever. 3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the Bank were the principal debtor and any change in the constitution of the Contractor and/or the Bank, whether by their absorption with any other body or corporation or otherwise, shall not in any way or manner affect the liability or obligation of the Bank under this Guarantee. 4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to proceed against the Contractor before presenting to the Bank its demand under this Guarantee. 5. The Authority shall have the liberty, without affecting in any manner the liability of the Bank under this Guarantee, to vary at any time, the terms and conditions of the Retention Money and any of the rights and powers exercisable by the Authority against the Contractor, and either to enforce or forbear from enforcing any of the terms and conditions contained in
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 82 MSRDC Schedules
the Agreement and/or the securities available to the Authority, and the Bank shall not be released from its liability and obligation under these presents by any exercise by the Authority of the liberty with reference to the matters aforesaid or by reason of time being given to the Contractor or any other forbearance, indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever which under any law relating to sureties and guarantors would but for this provision have the effect of releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives all of its rights under any such law. 6. This Guarantee is in addition to and not in substitution of any other guarantee or security now or which may hereafter be held by the Authority in respect of or relating to the Retention Money. 7. Notwithstanding anything contained hereinbefore, the liability of the Bank under this Guarantee is restricted to the Guarantee amount and this Guarantee will remain in force for the period specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on the Bank under this Guarantee all rights of the Authority under this Guarantee shall be forfeited and the Bank shall be relieved from its liabilities hereunder. 8. The Guarantee shall cease to be in force and effect 90 (ninety) days after the end of the Defects Liability Period specified in Clauses 12.4 of the Agreement. 9. The Bank undertakes not to revoke this Guarantee during its currency, except with the previous express consent of the Authority in writing, and declares and warrants that it has the power to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank. 10. Any notice by way of request, demand or otherwise hereunder may be sent by post addressed to the Bank at its above referred branch, which shall be deemed to have been duly authorized to receive such notice and to effect payment thereof forthwith, and if sent by post it shall be deemed to have been given at the time when it ought to have been delivered in due course of post and in proving such notice, when given by post, it shall be sufficient to prove that the envelope containing the notice was posted and a certificate signed by an officer of the Authority that the envelope was so posted shall be conclusive.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 83 MSRDC Schedules
11. This Guarantee shall come into force with immediate effect and shall remain in force and effect for up to the date specified in paragraph 8 above or until it is released earlier by the Authority pursuant to the provisions of the Agreement.
Signed and sealed this ____Day of ______20__ at ______.
SIGNED, SEALED AND DELIVERED
For and on behalf of the Bank by:
(Signature)
(Name)
(Designation)
(Code Number)
(Address)
NOTES:
(i) The bank guarantee should contain the name, designation and code number of the officer(s) signing the guarantee.
(ii) The address, telephone number and other details of the head office of the Bank as well as of issuing branch should be mentioned on the covering letter of issuing branch.
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Annex - III
(Schedule-G)
(See Clause 19.2)
FORM FOR GUARANTEE FOR ADVANCE PAYMENT
Executive Engineer, MSRDC (Ltd.) Opp. Bandra Reclamation Bus Depot, Near Lilavati Hospital, K. C. Marg, Bandra (West) Mumbai 400 050
WHEREAS:
______(Hereinafter called the “Contractor”) has executed an agreement (Hereinafter called the “Agreement”) with the “Chief Engineer, MSRDC, Mumbai, Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for the “Construction of Nagpur-Mumbai Super Communication Expressway, Package V with construction package 16 on EPC mode.”, subject to and in accordance with the provisions of the Agreement.
(A) In accordance with the Clause 19.2 of the Agreement the Authority shall make to the Contractor an interest free advance payment (hereinafter called the“Advance Payment”) equal to 10% (ten per cent) of the Contract Price; and that the advance payment shall be made in three installments subject to the Contractor furnishing an irrevocable and unconditional guarantee by a scheduled bank for an amount equal to 110% (One hundred and ten percent) of such installment to remain effective till the complete and full repayment of the installment of the Advance Payment as security for compliance with its
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 85 MSRDC Schedules
obligations in accordance with the Agreement. The amount of {first/second/third} installment of the Advance Payment
(B) We, ______through our branch at ______(the“Bank”) have agreed to furnish this bank guarantee (hereinafter called the “Guarantee”) for the Guarantee Amount.
NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as follows:
1. The Bank hereby unconditionally and irrevocably guarantees the due and faithful repayment on time of the aforesaid installment of the Advance Payment under and in accordance with the Agreement, and agrees and undertakes to pay to the Authority, upon its mere first written demand, and without any demur, reservation, recourse, contest or protest, and without any reference to the Contractor, such sum or sums up to an aggregate sum of the guarantee amount as the Authority shall claim, without the Authority being required to prove or to show grounds or reasons for its demand and/or for the sum specified therein. 2. A letter from the Authority, under the hand of an officer not below the rank of Executive Engineer in the MSRDC, Nagpur, that the Contractor has committed default in the due and faithful performance of all or any of its obligations for the repayment of the installment of the Advance Payment under and in accordance with the Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that the Authority shall be the sole judge as to whether the Contractor is in default in due and faithful performance of its obligations during and under the Agreement and its decision that the Contractor is in default shall be final, and binding on the Bank, notwithstanding any difference between the Authority and the Contractor, or any dispute between them pending before any court, tribunal, arbitrators or any other Authority or body, or by the discharge of the Contractor for any reason whatsoever. 3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the Bank were the principal debtor and any change in the constitution of the Contractor and/or the
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 86 MSRDC Schedules
Bank, whether by their absorption with any other body or corporation or otherwise, shall not in any way or manner affect the liability or obligation of the Bank under this Guarantee.
4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to proceed against the Contractor before presenting to the Bank its demand under this Guarantee. 5. The Authority shall have the liberty, without affecting in any manner the liability of the Bank under this Guarantee, to vary at any time, the terms and conditions of the Advance Payment or to extend the time or period of its repayment or to postpone for any time, and from time to time, any of the rights and powers exercisable by the Authority against the Contractor, and either to enforce or forbear from enforcing any of the terms and conditions contained in the Agreement and/or the securities available to the Authority, and the Bank shall not be released from its liability and obligation under these presents by any exercise by the Authority of the liberty with reference to the matters aforesaid or by reason of time being given to the Contractor or any other forbearance, indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever which under any law relating to sureties and guarantors would but for this provision have the effect of releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives all of its rights under any such law. 6. This Guarantee is in addition to and not in substitution of any other guarantee or security now or which may hereafter be held by the Authority in respect of or relating to the Advance Payment. 7. Notwithstanding anything contained hereinbefore, the liability of the Bank under this Guarantee is restricted to the Guarantee amount and this Guarantee will remain in force for the period specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on the Bank under this Guarantee all rights of the Authority under this Guarantee shall be forfeited and the Bank shall be relieved from its liabilities hereunder.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 87 MSRDC Schedules
8. The Guarantee shall cease to be in force and effect on****. Unless a demand or claim under this Guarantee is made in writing on or before the aforesaid date, the Bank shall be discharges from its liabilities hereunder. 9. The Bank undertakes not to revoke this Guarantee during its currency, except with the previous express consent of the Authority in writing, and declares and warrants that it has the power to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank. 10. Any notice by way of request, demand or otherwise hereunder may be sent by post addressed to the Bank at its above referred branch, which shall be deemed to have been duly authorized to receive such notice and to effect payment thereof forthwith, and if sent by post it shall be deemed to have been given at the time when it ought to have been delivered in due course of post and in proving such notice, when given by post, it shall be sufficient to prove that the envelope containing the notice was posted and a certificate signed by an officer of the Authority that the envelope was so posted shall be conclusive.
11. This Guarantee shall come into force with immediate effect and shall remain in force and effect for up to the date specified in paragraph 8 above or until it is released earlier by the Authority pursuant to the provisions of the Agreement.
Signed and sealed this ______Day of ______20____ at ______.
SIGNED, SEALED AND DELIVERED
For and on behalf of the Bank by:
(Signature)
(Name)
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479 to km 701.362 on EPC Mode. 88 MSRDC Schedules
(Designation)
(Code Number)
(Address)
NOTES:
(i) The bank guarantee should contain the name, designation and code number of the officer(s) signing the guarantee.
(ii) The address, telephone number and other details of the head office of the Bank as well as of issuing branch should be mentioned on the covering letter of issuing branch.
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H. SCHEDULE-H (SeeClauses10.1.4 and19.3) Contract Price Weightages
1.1 The Contract Price for this Agreement is Rs. 2,716.19 Crores
1.2 Proportions of the Contract Price for different stages of Construction of the Project Expressway shall be as specified below: Item Weightage Stage for Payment in percentage Percentage to the weightage Contract Price 1 2 3 4 Road works including A- Deleted culverts, widening and B.1- Construction of 6-lane+Paved repair of culverts. shoulder Pavement (Rigid pavement) (1) Earthwork up to top of the sub-grade 45.24% (2) Sub Base Course 5.91% (3) Dry Lean Concrete(DLC) Course 6.99% (4) Pavement Quality Control (PQC) 31.59% Course C.1- Construction of Service road (Flexible pavement) (1) Earthwork up to top of the sub-grade 1.98% (2) Sub Base Course 1.32% 24.93% (3) Non-Bituminous Base Course 1.06% (4) Bituminous Base Course 1.91% (5) Wearing Coat 0.29% C.2- Construction of Service road (Rigid Pavement) (1) Earthwork up to top of the sub-grade (2) Sub Base Course (3) Dry Lean Concrete(DLC) Course (4) Pavement Quality Control (PQC)
Course D- Re-Construction and New culverts on existing road, realignments, bypasses: Culverts (length < 6 m) 3.70% Minor Bridges/ A.I- Deleted Underpasses/ Overpasses 1.87% Minor bridges A.2- New Minor bridges (length >6 and
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 90 MSRDC, Maharashtra Schedules to Concession Agreement
<60 m.) a)Minor Bridges (1) Foundation +Sub- structure: On completion of the foundation work including foundations for wing and return 23.81% walls, abutments, piers upto the abutment/pier cap. (2) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, 6.61% expansion joints, hand rails, crash barriers, road signs & markings, tests on completion etc. complete in all respect. (3) Approaches: On completion of approaches including Retaining walls, 2.65% stone pitching, protection works complete in all respect and fit for use. (4) Guide Bunds and River Training Works: On completion of Guide Bunds
and river Training Works complete in all respects b)Canal Bridges (1) Foundation +Sub- structure: On completion of the foundation work including foundations for wing and return 0.00% walls, abutments, piers upto the abutment/pier cap. (2) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, 0.00% expansion joints, hand rails, crash barriers, road signs & markings, tests on completion etc. complete in all respect. (3) Approaches: On completion of approaches including Retaining walls, 0.00% stone pitching, protection works complete in all respect and fit for use. (4) Guide Bunds and River Training Works: On completion of Guide Bunds
and river Training Works complete in all respects B.1-Deleted Underpasses/ Overpasses B.2- Underpasses/ overpasses a)PUP (1) Foundation +Sub- Structure: On completion of the foundation work including foundations for wing and return 19.14% walls, abutments, piers upto the abutment/pier cap.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 91 MSRDC, Maharashtra Schedules to Concession Agreement
(2) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints complete in all respects 11.73% as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as specified.completion etc. complete in all respect.& markings, tests on (3) Approaches: On completion of approaches including Retaining walls/ Reinforced Earth walls, stone pitching, protection works complete in all respect and fit for use. b)VUP (1) Foundation +Sub- Structure: On completion of the foundation work including foundations for wing and return 22.36% walls, abutments, piers upto the abutment/pier cap. (2) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints complete in all respects 13.70% as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as specified.completion etc. complete in all respect.& markings, tests on (3) Approaches: On completion of approaches including Retaining walls/ Reinforced Earth walls, stone pitching, 0.00% protection works complete in all respect and fit for use. c)LVUP (1) Foundation +Sub- Structure: On completion of the foundation work including foundations for wing and return 0.00% walls, abutments, piers upto the abutment/pier cap.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 92 MSRDC, Maharashtra Schedules to Concession Agreement
(2) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints complete in all respects 0.00% as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as specified.completion etc. complete in all respect.& markings, tests on (3) Approaches: On completion of approaches including Retaining walls/ Reinforced Earth walls, stone pitching, 0.00% protection works complete in all respect and fit for use. Major Bridge(length A.1-Deleted >60m.) works and A. 2- Major Bridges ROB/RUB/ elevated (1) Foundation 0.00% sections/flyov ers including viaducts, if any (2) Sub-structure 0.00% (3) Super-structure (including bearings) 0.00% (4) Wearing Coat including expansion 0.00% joints (5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.00% (6) Wing walls/return walls 0.00% (7) Guide Bunds, River Training works 0.00% etc. (8) Approaches (including Retaining walls, stone pitching and protection 0.00% works) 39.64% B. 1- Deleted B.2- Constrution of ROB/RUB (a) ROB (b) RUB (1) Foundation 0.46% (2) Sub-structure 0.32% (3) Super-structure (including bearings) 0.45% (4) Wearing Coat: (a) in case of ROB- wearing coat including expansion joints complete in all respects as specified and 0.12% (b) in case of RUB- rigid pavement under RUB including drainage facility complete in all respects as specified as specified. (5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.02% (6) Wing walls/return walls 0.02%
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 93 MSRDC, Maharashtra Schedules to Concession Agreement
(7) Approaches (including Retaining walls/Reinforced Earth wall, stone 0.12% pitching and protection works) C.1- Deleted C.2-New Elevated Section/Flyovers/ Grade Separators a)Flyover (1) Foundation 0.44% (2) Sub-structure 0.32% (3) Super-structure (including bearings) 0.42% (4) Wearing Coat including expansion 0.12% joints (5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.02% (6) Wing walls/return walls 0.03% (7) Approaches (including Retaining walls/Reinforced Earth wall, stone 0.12% pitching and protection works) b)Viaduct (1) Foundation 24.40% (2) Sub-structure 17.43% (3) Super-structure (including bearings) 21.40% (4) Wearing Coat including expansion 5.58% joints (5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.91% (6) Wing walls/return walls (7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works) c)Interchange (1) Foundation 7.55% (2) Sub-structure 5.39% (3) Super-structure (including bearings) 6.62% (4) Wearing Coat including expansion 1.73% joints (5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.28% (6) Wing walls/return walls (7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works) d)VOP (1) Foundation 2.02% (2) Sub-structure 1.44% (3) Super-structure (including bearings) 1.77% (4) Wearing Coat including expansion 0.46% joints
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 94 MSRDC, Maharashtra Schedules to Concession Agreement
(5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.07% (6) Wing walls/return walls 0.00% (7) Approaches (including Retaining walls/Reinforced Earth wall, stone 0.00% pitching and protection works) Tunnel Works Tunnel work including protection, pavement layers work and installing lighting system complete (1) Excavation and Primary Lining 61.00% 13.25% (2) Final Lining 19.00% (3) Pavement, Drainage, Lighting works 11.00% etc. (4) Testing of Tunnels and final finishing 9.00% Other works (1)Traffic Signs, Markings and Others 15.05% Appurtenances (2) Drainage and Protection works 5.78% (3)Toll Plaza 4.06% (4) Utility Corridor 41.76% (5) Administrative Building 0.44% (6) Electrical work -Highway lighting 1.12% (7) Rest Area 0.00% 20.32% (8) Site Clearance and Dismantling 1.17% (9) Interchange (i) Earthwork up to top of the sub-grade 4.59% (ii) Sub Base Course 4.19% (iii) Non-Bituminous Base Course 2.14% (iv) Bituminous Base Course 3.67% (v) Wearing Coat 0.40% (vi) cement Concrete pavement 15.61%
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 95 MSRDC, Maharashtra Schedules to Concession Agreement
1.3 Procedure of estimating the value of work done
1.3.1 Road works including approaches to minor bridges, Major Bridges and Structures (excluding service roads). Procedure for estimating the value of road work done shall be as follows:
Stage of Payment Percentage - Payment Procedure weightage A-Deleted B.1- Construction of 6- Unit of measurement is linear length. Payment lane+Paved shoulder of each stage shall be made on pro rata basis Pavement (Rigid pavement) on completion of a stage in full length or 5(five) km. length, whichever is less. (1) Earthwork up to top of the sub-grade 45.24% (2) Sub Base Course 5.91% (3) Dry Lean Concrete(DLC) Course 6.99% (4) Pavement Quality Control (PQC) Course 31.59%
C.1- Reconstruction/ New Unit of measurement is linear length. Payment service road (Flexible of each stage shall be made on pro rata basis pavement) on completion of a stage in full length or 5(five) (1) Earthwork up to top of the km. length, whichever is less.. sub-grade 1.98% (2) Sub Base Course 1.32% (3) Non-Bituminous Course 1.06% (4) Bituminous Base Course 1.91% (5) Wearing Coat 0.29% D- Re-Construction and New Cost of each culvert shall be determined on pro culverts on existing road, rata basis with respect to the total number of realignments, bypasses: 3.70% culverts. Payment shall be made on the (1) Culverts (length < 6m) completion of at least five culverts.
@.For example, if the total length of bituminous work to bedoneis100km, the cost per km of bituminous work shall be determined as follows:
Cost per km =P x Weightage for road work x Weightage for bituminous work (1/L)
Where, P= Contract Price L =Total length in km Similarly, the rates per km for stages (1), (2) and (4) above shall be worked out.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 96 MSRDC, Maharashtra Schedules to Concession Agreement
1.3.2 Minor Bridge works, Overpass and Underpass Procedure for estimating the value of Minor Bridge work sand of Overpass and Underpass shall be as stated in table Stage of Payment Weightage Payment Procedure 1 2 3 A.2- New minor bridges Cost of each minor bridge shall be determined on pro rata basis with respect to the total linear length of the minor bridges. Payment shall be made on the completion of widening & repair works of a minor bridge. a)Minor Bridges (1) Foundation +Sub- (i) Foundation +Sub- Structure: sub-structure structure: On completion of the shall be made on pro-rata basis on completion foundation work including of a stage i.e. not less than 25% of the scope of foundations for wing and return foundation +sub-structure of each bridge subject walls, abutments, piers upto to completion of atleast two foundations along 23.81% the abutment/pier cap. with substructure upto abutment/pier cap level of each bridge. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified. (2) Super-structure: On (ii) Super-structure: Payment shall be made on completion of the super- prorata basis on completion of a stage i.e. structure in all respects completion of superstructure of at least one including wearing coat, span in all respects as specified in the column of bearings, expansion joints, 6.61% “Stage of Payment” in this sub-clause. hand rails, crash barriers, road signs & markings, tests on completion etc. complete in all respect. (3) Approaches: On (iii) Approaches: Payment shall be made on pro- completion of approaches rata basis on completion of a stage i.e. including Retaining walls, completion of approaches in all respect as 2.65% stone pitching, protection specified in the column of “Stage of Payment” in works complete in all respect this sub-clause. and fit for use. (4) Guide Bunds and River (iv) Guide Bonds and River Training Works: Training Works: On completion Payment shall be made on prorata basis on of Guide Bunds and river 0.00% completion of a stage i.e. completion of Guide Training Works complete in all Bunds and River training Works in all respects respects as specified. b)Canal Bridges (1) Foundation +Sub- (i) Foundation +Sub- Structure: sub-structure structure: On completion of the shall be made on pro-rata basis on completion foundation work including of a stage i.e. not less than 25% of the scope of foundations for wing and return foundation +sub-structure of each bridge subject walls, abutments, piers upto 0.00% to completion of atleast two foundations along the abutment/pier cap. with substructure upto abutment/pier cap level of each bridge. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 97 MSRDC, Maharashtra Schedules to Concession Agreement
specified.
(2) Super-structure: On (ii) Super-structure: Payment shall be made on completion of the super- prorata basis on completion of a stage i.e. structure in all respects completion of superstructure of at least one including wearing coat, span in all respects as specified in the column of bearings, expansion joints, 0.00% “Stage of Payment” in this sub-clause. hand rails, crash barriers, road signs & markings, tests on completion etc. complete in all respect. (3) Approaches: On (iii) Approaches: Payment shall be made on pro- completion of approaches rata basis on completion of a stage i.e. including Retaining walls, completion of approaches in all respect as 0.00% stone pitching, protection specified in the column of “Stage of Payment” in works complete in all respect this sub-clause. and fit for use. (4) Guide Bunds and River (iv) Guide Bunds and River Training Works: Training Works: On completion Payment shall be made on prorata basis on of Guide Bunds and river 0.00% completion of a stage i.e. completion of Guide Training Works complete in all Bunds and River training Works in all respects respects as specified. B.1-Deleted
0.00%
Underpasses/ Overpasses Cost of each underpass/overpass shall be determined on pro rata basis with respect to the total linear length of the 0.00% underpasses/overpasses. Payment shall be made on the completion of widening & repair works of a underpass/overpass. B.2- Underpasses/ 0.00% overpasses a)PUP 0.00%
(1) Foundation +Sub- (i) Foundation +Sub- structure: Cost of each Structure: On completion of Underpass/Overpass shall be determined on the foundation work including pro rata basis with respect to the total linear foundations for wing and return length (m) of the Underpasses/Overpasses. walls, abutments, piers upto Payment against foundation + sub-stmcture the abutment/pier cap. shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of 19.14% foundation +sub- structure of each Underpasses/Overpasses subject to completion of atleast two foundations along with sub- structure upto abutment/pier cap level each underpass/overpass. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 98 MSRDC, Maharashtra Schedules to Concession Agreement
(2) Super-structure: On (ii) Super-structure: Payment shall be made on completion of the super- prorata basis on completion of a stage i.e. structure in all respects completion of superstructure of atleast one span including wearing coat, in all respects as specified in the column of bearings, expansion joints, “Stage of Payment” in this sub-clause. hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints 11.73% complete in all respects as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as specified.completion etc. complete in all respect.& markings, tests on (3) Approaches: On (iii) Approaches: Payment shall be made on pro- completion of approaches rata basis on completion of a stage i.e. including Retaining walls/ completion of approaches in all respect as Reinforced Earth walls, 0.00% specified. stone pitching, protection works complete in all respect and fit for use. b)VUP
0.00%
(1) Foundation +Sub- (i) Foundation +Sub- structure: Cost of each Structure: On completion of Underpass/Overpass shall be determined on the foundation work including pro rata basis with respect to the total linear foundations for wing and return length (m) of the Underpasses/Overpasses. walls, abutments, piers upto Payment against foundation + sub-stmcture the abutment/pier cap. shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of 22.36% foundation +sub- structure of each Underpasses/Overpasses subject to completion of atleast two foundations along with sub- structure upto abutment/pier cap level each underpass/overpass. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 99 MSRDC, Maharashtra Schedules to Concession Agreement
(2) Super-structure: On (ii) Super-structure: Payment shall be made on completion of the super- prorata basis on completion of a stage i.e. structure in all respects completion of superstructure of atleast one span including wearing coat, in all respects as specified in the column of bearings, expansion joints, “Stage of Payment” in this sub-clause. hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints 13.70% complete in all respects as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as specified.completion etc. complete in all respect.& markings, tests on (3) Approaches: On (iii) Approaches: Payment shall be made on pro- completion of approaches rata basis on completion of a stage i.e. including Retaining walls/ completion of approaches in all respect as Reinforced Earth walls, 0.00% specified. stone pitching, protection works complete in all respect and fit for use. c)LVUP 0.00%
(1) Foundation +Sub- (i) Foundation +Sub- structure: Cost of each Structure: On completion of Underpass/Overpass shall be determined on the foundation work including pro rata basis with respect to the total linear foundations for wing and return length (m) of the Underpasses/Overpasses. walls, abutments, piers upto Payment against foundation + sub-stmcture the abutment/pier cap. shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of 0.00% foundation +sub- structure of each Underpasses/Overpasses subject to completion of atleast two foundations along with sub- structure upto abutment/pier cap level each underpass/overpass. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 100 MSRDC, Maharashtra Schedules to Concession Agreement
(2) Super-structure: On (ii) Super-structure: Payment shall be made on completion of the super- prorata basis on completion of a stage i.e. structure in all respects completion of superstructure of atleast one span including wearing coat, in all respects as specified in the column of bearings, expansion joints, “Stage of Payment” in this sub-clause. hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints 0.00% complete in all respects as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as specified.completion etc. complete in all respect.& markings, tests on (3) Approaches: On (iii) Approaches: Payment shall be made on pro- completion of approaches rata basis on completion of a stage i.e. including Retaining walls/ completion of approaches in all respect as Reinforced Earth walls, stone specified. pitching, protection works complete in all respect and fit for use.
1.3.3 Major Bridge (length >60m.) works and ROB/RUB/ elevated sections/flyovers including viaducts Procedure for estimating the value of major bridge works ROB/RUB/ elevated sections/flyovers including viaducts shall be as stated in following table
Stage of Payment Weightage Payment Procedure 1 2 3 A.I- Deleted
A.2- New Major Bridges (i) Foundation (i) Foundation: Cost of each Major Bridge shall be determined on pro rata basis with respect to the total linear length (m) of the Major Bridge. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not 0.00% less than 25% of the scope of foundation of the major Bridge subject to completion of atleast two foundations of the major Bridge.In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 101 MSRDC, Maharashtra Schedules to Concession Agreement
(ii) Sub-structure (ii) Sub-Structure:. Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of 0.00% the scope of sub-structure of the major bridge subject to completion of atleast two sub- structures of abutments/piers upto abutment/pier cap level of the major bridge. (iii) Super-structure (including (iii) Super-structure: Payment shall be made on bearings) pro- rata basis on completion of a stage i.e. 0.00% completion of super- structure including bearings of atleast one span in all respects as specified. (iv) Wearing Coat including (iv) Wearing Coat: Payment shall be made on expansion joints completion of wearing coat including 0.00% expansionjoints complete in all respects as specified. (v) Miscellaneous Items like (v) Miscellaneous: Payments shall be made on hand rails, crash barriers, road completion of all miscellaneous works like hand markings etc. 0.00% rails, crash barriers, road markings etc. complete in all respects as specified.
(vi) Wing walls/return walls (vi) Wing walls/return walls: Payments shall be 0.00% made on completion of all wing walls/return walls complete in all respects as specified. (vii) Guide Bunds, River (vii) Guide Bunds, River Training works: Training works etc. Payments shall be made on completion of all 0.00% guide bunds/river training works etc. complete in all respects as specified. (viii) Approaches (including (viii) Approaches: Payments shall be made on Retaining walls, stone pitching completion of both approaches including stone and protection works) 0.00% pitching, protection works, etc. complete in all respects as specified. B.1-Deleted (viii) Approaches (including (viii) Approaches: Payments shall be made on Retaining walls, stone pitching completion of both approaches including stone and protection works) 0.00% pitching, protection works, etc. complete in all respects as specified. B.2 - New (a) ROB (b) RUB
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(i) Foundation (i) Foundation: Cost of each ROB/RUB shall be determined on pro rata basis with respect to the total linear length (m) of the ROBs/RUBs. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not 0.46% less than 25% of the scope of foundation of the ROB/RUB subject to completion of atleast two foundations of the ROB/RUB. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified. (ii) Sub-structure (ii) Sub-Structure:. Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of 0.32% the scope of sub-structure of the ROB/RUB subject to completion of atleast two sub- structures of abutments/piers upto abutment/pier cap level of the ROB/RUB. (iii) Super-structure (including (iii) Super-structure: Payment shall be made on bearings) pro- rate basis on completion of a stage be. 0.45% ecmpletion of super- structure including bearings of atleast one span in all respects as specified. (iv) Wiring Coat including Wearing Coat: Payment shaH be made on expansion joints in case of completion of (a) in case of ROB- wearing coat ROB. In case of RUB, rigid including expansion joints complete in all pavement under RUB 0.12% respects as specified and (b) in case of RUB- including drainage facility as rigid pavement under RUB including drainage specified. facility |complete in all respects as specified as specified (v) Miscellaneous Items like (v) Miscellaneous: Payments shall be made on hand rails, crash barriers, road completion of all miscellaneous works like hand markings etc. 0.02% rails, crash barriers, road markings etc. complete in all respects as specified (vi) Wing walls/return walls (vi) Wing walls/return walls: Payments shall be 0.02% made on completion of all wing walls/ret^ walls complete in all respects as specified. (vii) Approaches (including (vii) Approaches: Payments shall be made on Retaining walls, stone pitching completion of both approaches including stone and protection works) 0.02% pitching, protection works, etc. complete in all respects as specified. C.1- Deleted C2 -New Elevated Section / Flyovers/Grade Separators a)Flyover
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 103 MSRDC, Maharashtra Schedules to Concession Agreement
(i) Foundation (i) Foundation; Cost of each Structure shall be determination pro rata basis with respect to the total Linear length (m) of the structures. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not 0.44% less than 25% of the scope of foundation of the structure subject to completion of at least two foundations of the structure. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified. (ii) Sub-structure (ii) Sub-Structure: Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of 0.32% the scope of sub-structure of the structure subject to completion of at least two sub- structures of abutments/piers upt0 abutment/pier cap level of the structure (iii) Super-structure (including (iii) Super-structure: bearings) Payment shall be made on pro- rata basis on 0.42% completion of a stage i.e. completion of super- structure including bearings of at least one span in all respects as specified. (iv) Wearing Coat including (iv) Wearing Coat: Payment shall be made on expansion joints comp1et«on of wearing coat includmg 0.12% expansion Joints complete in all respects as specified. (v) Miscellaneous Items like (v) Miscellaneous: Payments hand rails, crash barriers, road shall be made on completion of all markings etc 0.02% miscellaneous works like hand rails, crash barriers, road markings etc. complete in all respects as specified. (vi) Wing walls/return walls (vi) Wing walls/return walls: Payments shall be 0.03% made on completion of all wing walls/return walls complete in all respects as specified. (vii) Approaches (including (vii) Approaches: Payments shall be made on Retaining walls/Reinforced completion of both approaches including stone 0.12% Earth wall, stone pitching and pitching, protection works, etc. complete in all protection works) respects as specified b)Viaduct (i) Foundation (i) Foundation; Cost of each Structure shall be determination pro rata basis with respect to the total Linear length (m) of the structures. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not 24.40% less than 25% of the scope of foundation of the structure subject to completion of at least two foundations of the structure. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 104 MSRDC, Maharashtra Schedules to Concession Agreement
(ii) Sub-structure (ii) Sub-Structure: Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of 17.43% the scope of sub-structure of the structure subject to completion of at least two sub- structures of abutments/piers upt0 abutment/pier cap level of the structure (iii) Super-structure (including (iii) Super-structure: bearings) Payment shall be made on pro- rata basis on 21.40% completion of a stage i.e. completion of super- structure including bearings of at least one span in all respects as specified. (iv) Wearing Coat including (iv) Wearing Coat: Payment shall be made on expansion joints comp1et«on of wearing coat includmg 5.58% expansion Joints complete in all respects as specified. (v) Miscellaneous Items like (v) Miscellaneous: Payments hand rails, crash barriers, road shall be made on completion of all markings etc 0.91% miscellaneous works like hand rails, crash barriers, road markings etc. complete in all respects as specified. (vi) Wing walls/return walls (vi) Wing walls/return walls: Payments shall be 0.00% made on completion of all wing walls/return walls complete in all respects as specified. (vii) Approaches (including (vii) Approaches: Payments shall be made on Retaining walls/Reinforced completion of both approaches including stone 0.00% Earth wall, stone pitching and pitching, protection works, etc. complete in all protection works) respects as specified c)Interchange
(1) Foundation (i) Foundation; Cost of each Structure shall be determination pro rata basis with respect to the total Linear length (m) of the structures. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not 7.55% less than 25% of the scope of foundation of the structure subject to completion of at least two foundations of the structure. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified. (2) Sub-structure (ii) Sub-Structure: Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of 5.39% the scope of sub-structure of the structure subject to completion of at least two sub- structures of abutments/piers upt0 abutment/pier cap level of the structure (3) Super-structure (including (iii) Super-structure: bearings) Payment shall be made on pro- rata basis on 6.62% completion of a stage i.e. completion of super- structure including bearings of at least one span in all respects as specified.
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(4) Wearing Coat including (iv) Wearing Coat: Payment shall be made on expansion joints comp1et«on of wearing coat includmg 1.725% expansion Joints complete in all respects as specified. (5) Miscellaneous Items like (v) Miscellaneous: Payments hand rails, crash barriers, road shall be made on completion of all markings etc.) 0.280% miscellaneous works like hand rails, crash barriers, road markings etc. complete in all respects as specified. (6) Wing walls/return walls (vi) Wing walls/return walls: Payments shall be 0.000% made on completion of all wing walls/return walls complete in all respects as specified. (7) Approaches (including (vii) Approaches: Payments shall be made on Retaining walls/Reinforced completion of both approaches including stone 0.000% Earth wall, stone pitching and pitching, protection works, etc. complete in all protection works) respects as specified d)VOP (1) Foundation (i) Foundation; Cost of each Structure shall be determination pro rata basis with respect to the total Linear length (m) of the structures. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of foundation of the structure subject to completion of at least two foundations of the structure. In case where load testing is required for foundation, the trigger of first payment shall include load testing also 2.02% where specified. (2) Sub-structure (ii) Sub-Structure: Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of sub-structure of the structure subject to completion of at least two sub- structures of abutments/piers upt0 1.44% abutment/pier cap level of the structure (3) Super-structure (including (iii) Super-structure: bearings) Payment shall be made on pro- rata basis on completion of a stage i.e. completion of super- structure including bearings of at least one span 1.77% in all respects as specified. (4) Wearing Coat including (iv) Wearing Coat: Payment shall be made on expansion joints completion of wearing coat including expansion 0.46% Joints complete in all respects as specified. (5) Miscellaneous Items like (v) Miscellaneous: Payments hand rails, crash barriers, road shall be made on completion of all markings etc.) miscellaneous works like hand rails, crash barriers, road markings etc. complete in all 0.07% respects as specified. (6) Wing walls/return walls (vi) Wing walls/return walls: Payments shall be made on completion of all wing walls/return 0.00% walls complete in all respects as specified.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 106 MSRDC, Maharashtra Schedules to Concession Agreement
(7) Approaches (including (vii) Approaches: Payments shall be made on Retaining walls/Reinforced completion of both approaches including stone Earth wall, stone pitching and pitching, protection works, etc. complete in all protection works) 0.00% respects as specified
1.3.4 Tunnel Work Tunnel work including protection, pavement layers work and installing lighting system complete Tunnel work including protection, pavement layers work and installing lighting system complete (1) Excavation and Primary Unit of measurement is linear length. Cost of Lining 61.00% each stage shall be determined on pro rata (2) Final Lining 19.00% basis with respect to the total linear length of all the tunnels. Payment of each stage shall be (3) Pavement, Drainage, made on pro rata basis on completion of a stage Lighting works etc. 11.00% in continuous length of not less than 100 (4) Testing of Tunnels and final (hundred) meter. finishing 9.00%
Note: (1) In case of innovate Major Bridge projects like cable suspension/cable stayed/ Extra Dozed and exceptionally long span bridges, the schedule may be modified as per site requirements before bidding due approval of DG(RD)&SS, MoRT&H. (2) The Schedule fo exclusive tunnel projects may be prepared as pe site requirements before bidding with due approval of DG(RD)&SS, MoRT&H.
1.3.5 Other Works Stage of Payment Weightage Payment Procedure (1)Traffic Signs, Markings and Unit of measurement is each completed toll Others Appurtenances plaza. Payment of each toll plaza shall be made 15.05% on pro rata basis with respect to the total of all toll plazas. (2) Drainage and Protection Unit of measurement is linear length in km. 5.78% works Payment shall be made on pro rata basis on (3)Toll Plaza completion of a stage in a length of not less than 4.06% 10 % (ten per cent) of the total length.
(4) Utility Corridor 41.76% Payment shall be made on pro rata basis for (5) Administrative Building 0.44% completed facilities. (6) Electrical work -Highway 1.12% lighting (7) Rest Area 0.00% (8) Site Clearance and 1.17% Dismantling (9) Interchange (i) Earthwork up to top of the Unit of measurement is linear length. Payment sub-grade of each stage shall be made on pro rata basis 4.59% on completion of a stage in a length of not less than 10 (ten) percent of the total length. (ii) Sub Base Course 4.19% (iii) Non-Bituminous Base 2.14%
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 107 MSRDC, Maharashtra Schedules to Concession Agreement
Course (iv) Bituminous Base Course 3.67% (v) Wearing Coat 0.40% (vi) cement Concrete Unit of measurement is linear length. Payment pavement of each stage shall be made on pro rata basis 15.61% on completion of a stage in a length of not less than 10 (ten) percent of the total length.
2 Procedure for payment for Maintenance
2.1 The cost for maintenance shall be as stated in Clause 14.1.1.
2.2 Payment for Maintenance shall be made in quarterly instalments in accordance with the provisions of Clause 19.7.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 108 MSRDC Schedules
SCHEDULE-I (See Clause 10.2.4)
DRAWINGS
1. Drawings
In compliance of the obligations set forth in Clause 10.2 of this Agreement, the Contractor shall furnish to the Authority’s Engineer, free of cost, all Drawings listed in Annex-I of this Schedule-I.
2. Additional Drawings
If the Authority’s Engineer determines that for discharging its duties and functions under this Agreement, it requires any drawings other than those listed in Annex-I, it may by notice require the Contractor to prepare and furnish such drawings forthwith. Upon receiving a requisition to this effect, the Contractor shall promptly prepare and furnish such drawings to the Authority’s Engineer, as if such drawings formed part of Annex- I of Schedule-I.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 109 MSRDC Schedules
Annex-I
(Schedule-I)
LIST OF DRAWINGS
[Note: The Authority shall describe in this Annex-I, all the Drawings that the Contractor is required to furnish under Clause 10.2.]
1. TheProjectExpresswaydrawings,asdefinedinClause1.1,Definitions,Article1,DefinitionsandInte rpretation,Part-I:Preliminary,oftheContractAgreement shall consist:
a) Working Drawings of all the components/elements of the Project Expressway as determined by Authority Engineer, and b) As-built drawings for the Project Expressway components/elements as determined by AE. As-built drawings shall be duly certified by Authority Engineer.
2. A broad list of the drawings of the various components/elements of the Project Expressway, service road and project facilities required to be submitted by the Contractor is given below:
a) Drawings of horizontal alignment, vertical profile, and cross sections b) Drawings of cross drainage works including major and minor bridges and culverts. c) Drawings of interchanges, major intersections, grade separators, Underpasses, and ROB’s d) Drawings of toll plaza layout, toll collection systems, and roadway near toll plaza e) Drawings of Control Centre f) Drawings of bus-bay, and bus shelters with furniture, and drainage system g) Drawing of a truck parking lay bye with furniture, and drainage system h) Drawings of road furniture items including traffic signage, markings, safety barriers. i) Drawings of traffic diversion plans, and traffic control measures j) Drawings of road drainage measures k) Drawings of typical details slope protection measures l) Drawings of landscaping, and horticulture m) Drawings of vehicular, and pedestrian crossings
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 110 MSRDC Schedules
n) Drawings of street lighting o) Layout/Configuration of HTMS p) General arrangement of Base camp and Administrative Block.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 111 MSRDC Schedules
SCHEDULE- J (See Clause 10.3.2)
PROJECT COMPLETION SCHEDULE 1. Project Completion Schedule
During construction period, the Contractor shall comply with the requirements set forth in this Schedule J for each of the Project Milestones and the Scheduled Completion Date. Within 15 (fifteen) days of the date of each Project Milestone, the Contractor shall notify the Authority of such compliance along with necessary particulars thereof.
2. Project Milestone - I
2.1. Project Milestone - I shall occur on the date falling on the 360th (Three Hundred and Sixth) day from the Appointed Date (the “Project Milestone - I”).
2.2. Prior to the occurrence of Project Milestone - I, the Contractor shall have commenced construction of the Project Expressway and submitted to the Authority duly and validly prepared Stage Payment Statements completion schedule in reference to Schedule - H Items, Stages and Sub-stages payment statements for an amount not less than 10% (ten per cent) of the Contract Price.
3. Project Milestone – II
3.1. Project Milestone - II shall occur on the date falling on the 540th (Five Hundred and Fortith) day from the Appointment Date (the “Project Milestone - II”).
3.2. Prior to the occurrence of Project Milestone - II, the Contractor shall have continued with construction of the Project Expressway and submitted to the Authority duly and validly prepared Stage Payment Statements for an amount not less than 40% (Forty per cent) of the Contract Price.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 112 MSRDC Schedules
4. Project Milestone - III
4.1. Project Milestone - III shall occur on the date falling on the 730th (Seven Hundred Thirtieth) day from the Appointed Date (the “Project Milestone - III”).
4.2. Prior to the occurrence of Project Milestone - III, the Contractor shall have continued with construction of the Project Expressway and submitted to the Authority duly and validly prepared Stage Payment Statements for an amount not less than 70% (Seventy percent) of the Contract Price.
5. Schedule Completion Date
5.1. The Schedule Completion Date shall occur on the 910th (Nine Hundred and Tenth) day from the Appointed Date.
5.2. On or before the Scheduled Completion Date, the Contractor shall have completed construction in accordance with this Agreement.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 113 MSRDC Schedules
6. Extension of Time
Upon extension of any or all of the aforesaid Project Milestones or the Scheduled Completion Date, as the case may be, under and in accordance with the provisions of this Agreement, the Project Completion Schedule shall be deemed to have been amended accordingly.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 114 MSRDC Schedules
SCHEDULE-K (See Clause 12.1.2)
TESTS ON COMPLETION 1. Schedule for Tests
1.1. The Contractor shall, no later than 30 (thirty) days prior to the likely completion of construction, notify the Authority’s Engineer and the Authority of its intent to subject the Project Expressway to Tests, and no later than 10 (ten) days prior to the actual date of Tests, furnish to the Authority’s Engineer and the Authority detailed inventory and particulars of all works and equipment forming part of Works.
1.2. The Contractor shall notify the Authority’s Engineer of its readiness to subject the Project Expressway to Tests at any time after 10 (ten) days from the date of such notice, and upon receipt of such notice, the Authority’s Engineer shall, in consultation with the Contractor, determine the date and time for each Test and notify the same to the Authority who may designate its representative to witness the Tests. The Authority’s Engineer shall thereupon conduct the Tests itself or cause any of the Tests to be conducted in accordance with Article 12 and Schedule K.
2. Tests
2.1. Visual and Physical Test: The Authority’s Engineer shall conduct a visual and physical check of construction to determine that all works and equipment forming part thereof conform to the provisions of this Agreement. The physical tests shall include tests (to be decided with Authority’s Engineer at the time of physical tests as per relevant IRC/ Code Manual).
2.2. Riding Quality Test: Riding quality of each lane of the carriageway shall be checked with the help of a calibrated bump integrator and the maximum permissible roughness for purposes of this test shall be 2,000mm (two thousand) for each kilometer.
2.3. Tests for Bridges: All major and minor bridges shall be subjected to the rebound hammer and ultrasonic pulse velocity tests, to be conducted in accordance with the procedure described in Special Report No. 17: 1996 of the IRC Highway Research Board on Nondestructive Testing Techniques, at two spots in every span, to be chosen at random by the Authority’s Engineer. Road Overbridge with a span of 15m (fifteen) or more shall also be subjected to load testing.
2.4. Other Tests: The Authority’s Engineer may require the Contractor to carry out or cause to be carried additional tests, in accordance with Good Industry Practice, for determining the compliance of the Project Road with Specifications and Standards.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 115 MSRDC Schedules
2.5. Environmental Audit: The Authority’s Engineer shall carry out a check to determine conformity of the Project section with the environmental requirements set forth in Applicable Laws and Applicable Permits.
2.6. Safety Audit: The Authority’s Engineer shall carry out, or cause to be carried out, a safety audit to determine conformity of the Project Road with the safety requirements and Good Industry Practice.
3. Agency for conducting Tests
All Tests set forth in Schedule-K shall be conducted by the Authority’s Engineer or such other agency or person as it may specify in consultation with the Authority. 4. Completion Certificate
Upon successful completion of Tests, the Authority’s Engineer shall issue the Completion Certificate in accordance with the provisions of Article 12.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 116 MSRDC Schedules
SCHEDULE - L (See Clause 12.2 and 12.4)
PROVISIONAL CERTIFICATE
1. I, ______(Name of the Authority Engineer), acting as Authority Engineer, under and in accordance with the Agreement Dated ______(the “Agreement”), for Consultancy Services for Preparation of Feasibility Study and Detailed Project Report of Access Controlled Nagpur-Mumbai Super Communication Expressway, Package V with construction package 16 on EPC mode.,(the “Project Expressway”) on Engineering, Procurement, and Construction (EPC) Basis Contract”, through ______(Name of Contractor), hereby certify that the Tests specified in Article 12 of the Agreement have been undertaken to determine compliance of the Project Highway with the provisions of the Agreement.
2 Works that are incomplete on account of Time Extension have been specified in the Punch List appended hereto, and the Contractor has agreed and accepted that it shall complete all such works in the time and manner set forth in the Agreement. In addition, certain minor works are incomplete and these are not likely to cause material inconvenience to the Users of the Project Expressway or affect their safety. The Contractor has agreed and accepted that as a condition of this Provisional Certificate, it shall complete such minor works within 30 (thirty) days hereof. These minor works have also been specified in the aforesaid Punch List.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 117 MSRDC Schedules
3 In view of the foregoing, I am satisfied that the Project Expressway from Km ______to Km ______can be safely and reliably placed in service of the Users thereof, and in terms of the Agreement, the Project Expressway is hereby provisionally declared fit for entry into operation on this the ____day of ______20___.
ACCEPTED, SIGNED, SEALED SIGNED, SEALED AND
AND DELIVERED DELIVERED
For and on behalf of For and on behalf of
CONTRACTOR by: AUTHORITY’s ENGINEER by:
(Signature) (Signature)
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 118 MSRDC Schedules
COMPLETION CERTIFICATE
1 I/, ______(Name of the Authority Engineer),acting as Authority Engineer, under and in accordance with the Agreement Dated ______(the “Agreement”), for the Consultancy Services for Preparation of Feasibility Study and Detailed Project Report of Access Controlled Nagpur-Mumbai Super Communication Expressway, Package V with construction package 16 on EPC mode., through ______(Name of Contractor),here by certify that the Tests in accordance with Article 12 of the Agreement have been successfully undertaken to determine compliance of the Project Expressway with the provisions of the Agreement, and I am satisfied that the Project Expressway can be safely and reliably placed in service of the Users thereof.
2 It is certified that, in terms of the fore said Agreement, all works forming part of the Project Expressway have been completed, and the Project Expressway is here by declared fit for entry into operation on this the ____day of______20___.
SIGNED, SEALED AND DELIVERED
For and on behalf of
Authority’s Engineer by:
(Signature)
(Name)
(Designation)
(Address)
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 119 MSRDC Schedules
SCHEDULE- M (See Clauses 14.6, 15.2 and 19.7)
PAYMENT REDUCTION FOR NON-COMPLIANCE 1. Payment Reduction for Non-Compliance with the Maintenance Requirements
1.1 Monthly lump sum payments for maintenance shall be reduced in the case of non- compliance with the Maintenance Requirements set forth in Schedule-E.
1.2 Any deduction made on account of non-compliance with the maintenance Requirements shall not be paid even after compliance subsequently. The deduction shall continue to be made every month until compliance is done.
1.3 The Authority’s Engineer shall calculate the amount of payment reduction on the basis of weightage in percentage assigned to non-conforming items as given in Paragraph 2. 2. Percentage Reductions in Lump Sum Payments
2.1 The following percentages shall govern the payment reduction:
Sl. No. Item/Defect/Deficiency Percentage
(a) Carriageway/Pavement
(i) Pot holes, Cracks, other surface defects 15%
(ii) Repair of Edges, Rutting 5%
(b) Road, Embankment, Cuttings, Shoulders
Edge drop, inadequate cross fall, undulations, settlement, (i) 10% potholes,ponding, obstructions
(ii) Deficient slopes, raincuts, disturbed pitching, vegetation 5%
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 120 MSRDC Schedules
Sl. No. Item/Defect/Deficiency Percentage
growth, pruning of trees
(c) Bridges and Culverts
Desilting, cleaningvegetation growth,damaged pitching, (i) flooring, parapets, wearing course, footpaths, any damage to 20% foundations
(ii) Any Defects in superstructures, bearings, and sub-structures 10%
Painting, repairs/replacement kerbs, railings, parapets, (iii) 5% guideposts/crash barriers
(d) Road side Drains
(i) Cleaning and repair of drains 5%
(e) Road Furniture
Cleaning, painting, replacement of road signs, delineators, (i) 5% roadmarkings, 200m/km/5thkm stones
(f) Miscellaneous Items
Removal of dead animals, broken down/accident vehicles, (i) 10% fallen trees, road blockades
(ii) Any other defects in accordance with paragraph 1 5%
(g) Defects in Other Project Facilities 5%
2.2 The amount to be deducted from monthly lump-sum payment for non-compliance of particular item shall be calculated as under:
R= (P/100) * M * (L1/L) Where,
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 121 MSRDC Schedules
P= Percentage of particular item/defect/deficiency for deduction M = Monthly lump-sum payment in accordance with the Bid
L1 = Non-complying length L = Total length of the road R = Reduction (the amount to be deducted for non-compliance for a particular item/defect/deficiency) The total amount of reduction shall be arrived at by summation of reductions for such items/defects/deficiency or non-compliance.
For any defect in a part of one kilometer, the non-conforming length shall be taken as one kilometer.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 122 MSRDC Schedules
SCHEDULE - N (See Clause 18.1.1)
SELECTION OF AUTHORITY’S ENGINEER 1. Selection of Authority’s Engineer
1.1. The provisions of the Model Request for Proposal for Selection of Technical Consultants, issued by the Ministry of Finance in May 2009, or any substitute thereof shall apply for selection of an experienced firm to discharge the functions and duties of an Authority’s Engineer.
1.2. In the event of termination of the Technical Consultants appointed in accordance with the provisions of Paragraph 1.1, the Authority shall appoint another firm of Technical Consultants forthwith and may engage a government owned entity in accordance with the provisions of Paragraph 3 of this Schedule N.
2. Terms of Reference
The Terms of Reference for the Authority’s Engineer (the “TOR”) shall substantially conform to Annex-I of Schedule N.
3. Appointment of Government entity as Authority’s Engineer
Notwithstanding anything to the contrary contained in this Schedule, the Authority may in its discretion appoint a government-owned entity as the Authority’s Engineer; provided that such entity shall be a body corporate having as one of its primary functions the provision of consulting, advisory, and supervisory services for engineering projects; provided further that a government-owned entity which is owned or controlled by the Authority shall not be eligible for appointment as Authority’s Engineer.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 123 MSRDC Schedules
Annex – I (Schedule - N)
TERMS OF REFERENCE FOR AUTHORITY’S ENGINEER
1. Scope
1.1. These Terms of Reference (the “TOR”) for the Authority’s Engineer are being specified pursuant to the EPC Agreement dated ______(the “Agreement”), which has been entered into between the Chief Engineer, MSRDC, Mumbai (the “Authority”) and ______(the “Contractor”) for Consultancy Services for Preparation of Feasibility Study and Detailed Project Report of Access Controlled Nagpur-Mumbai Super Communication Expressway, Package V with construction package 16 on EPC mode., and a copy of which is annexed hereto and marked as Annex-I to form part of this TOR.
1.2. The TOR shall apply to construction and maintenance of the Project Expressway.
2. Definitions and Interpretation
2.1. The words and expressions beginning with or in capital letters and not defined herein but defined in the Agreement shall have, unless repugnant to the context, the meaning respectively assigned to them in the Agreement.
2.2. References to Articles, Clauses and Schedules in this TOR shall, except where the context otherwise requires, be deemed to be references to the Articles, Clauses, and Schedules of the Agreement, and references to Paragraphs shall be deemed to be references to Paragraphs of this TOR.
2.3. The rules of interpretation stated in Clauses 1.2, 1.3 and 1.4 of the Agreement shall apply, mutatis mutandis, to this TOR. 3. General
3.1. The Authority’s Engineer shall discharge its duties in a fair, impartial, and efficient manner, consistent with the highest standards of professional integrity, and Good Industry Practice. Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 124 MSRDC Schedules
3.2. The Authority’s Engineer shall perform the duties and exercise the authorityin accordance with the provisions of this Agreement, but subject to obtainingprior written approval of the Authority before determining:
(a) AnyTime extension (b) Any additional cost to be paid by the Authority to the Contractor (c) The Termination Payment or (d) Any other matter which is not specified in (a), (b), or (c) above and which creates an obligation or liability on either Party for a sum exceeding Rs. 5,000,000 (Rs. fifty lakh).
3.3. The Authority’s Engineer shall submit regular periodic reports, at least once every month, to the Authority in respect of its duties and functions under this Agreement. Such reports shall be submitted by the Authority’s Engineer within 10 (ten) days of the beginning of every month.
3.4. The Authority’s Engineer shall inform the Contractor of any delegation of its duties and responsibilities to its suitably qualified and experienced personnel; provided, however, that it shall not delegate the authority to refer any matter for the Authority’s prior approval in accordance with the provisions of Clause 18.2.
3.5. The Authority’s Engineer shall aid and advise the Authority on any proposal for Change of Scope under Article 13.
3.6. In the event of any disagreement between the Parties regarding the meaning, scope, and nature of Good Industry Practice, as set forth in any provision of the Agreement, the authority’s Engineer shall specify such meaning, scope, and nature by issuing a reasoned written statement relying on good industry practice and authentic literature.
4. Construction Period
4.1. During the Construction Period, the Authority’s Engineer shall review the Drawings furnished by the Contractor along with supporting data, including the geo-technical and hydrological investigations, characteristics of materials from borrow areas and quarry sites, topographical surveys, and the recommendations of the Safety Consultant in accordance with the provisions of Clause 10.1.6. The Authority’s Engineer shall complete such review
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 125 MSRDC Schedules
and send its observations to the Authority and the Contractor within 15 (fifteen) days of receipt of such Drawings; provided, however that in case of a Road Overbridge or Structure, the aforesaid period of 15 (fifteen) days may be extended upto 30 (thirty) days. In particular, such comments shall specify the conformity or otherwise of such Drawings with the Scope of the Project and Specifications and Standards.
4.2. The Authority’s Engineer shall review any revised Drawings sent to it by the Contractor and furnish its comments within 10 (ten) days of receiving such Drawings.
4.3. The Authority’s Engineer shall review the Quality Assurance Plan submitted by the Contractor and shall convey its comments to the Contractor within a period of 21 (twenty- one) days stating the modifications, if any, required thereto.
4.4. The Authority’s Engineer shall complete the review of the methodology proposed to be adopted by the Contractor for executing the Works, and convey its comments to the Contractor within a period of 10 (ten) days from the date of receipt of the proposed methodology from the Contractor.
4.5. The Authority’s Engineer shall grant written approval to the Contractor, where necessary, for interruption and diversion of the flow of traffic in the existing lane(s) of the Project Expressway for purposes of maintenance during the Construction Period in accordance with the provisions of Clause 10.4.
4.6. The Authority’s Engineer shall review the monthly progress report furnished by the Contractor and send its comments thereon to the Authority and the Contractor within 7 (seven) days of receipt of such report.
4.7. The Authority’s Engineer shall inspect the Construction Works and the Project Expressway and shall submit a monthly Inspection Report bringing out the results of inspections and the remedial action taken by the Contractor in respect of defects or deficiencies. In particular, the Authority’s Engineer shall include in its Inspection Report, the compliance of the recommendations made by the Safety Consultant.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 126 MSRDC Schedules
4.8. The Authority’s Engineer shall conduct the pre-construction review of manufacturer's test reports and standard samples of manufactured materials, and such other materials as the Authority’s Engineer may require.
4.9. For determining that the Works conform to Specifications and Standards, theAuthority’s Engineer shall require the Contractor to carry out, or cause to be carried out, tests at such time and frequency and in such manner as specified in the Agreement and in accordance with Good Industry Practice for quality assurance. For purposes of this Paragraph 4.9, the tests specified in the IRC Special Publication-11 (Handbook of Quality Control for Construction of Roads and Runways) and the Specifications for Road and Bridge Works issued by MORTH (the “Quality Control Manuals”) or any modification/substitution thereof shall be deemed to be tests conforming to Good Industry Practice for quality assurance.
4.10. The Authority’s Engineer shall test check at least 20 (twenty) percent of the quantity or number of tests prescribed for each category or type of test for quality control by the Contractor.
4.11. The timing of tests referred to in Paragraph 4.9, and the criteria for acceptance/ rejection of their results shall be determined by the Authority’s Engineer in accordance with the Quality Control Manuals. The tests shall be undertaken on a random sample basis and shall be in addition to, and independent of, the tests that may be carried out by the Contractor for its own quality assurance in accordance with Good Industry Practice.
4.12. In the event that results of any tests conducted under Clause 11.10 establish any defects or deficiencies in the Works, the Authority’s Engineer shall require the Contractor to carry out remedial measures.
4.13. The Authority’s Engineer may instruct the Contractor to execute any work which is urgently required for the safety of the Project Expressway, whether because of an accident, unforeseeable event or otherwise; provided that in case of any work required on account of a Force Majeure Event, the provisions of Clause 21.6 shall apply.
4.14. In the event that the Contractor fails to achieve any of the Project Milestones, the Authority’s Engineer shall undertake a review of the progress of construction and identify potential delays, if any. If the Authority’s Engineer shall determine that completion of the Project Expressway is not feasible within the time specified in the Agreement, it shall
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 127 MSRDC Schedules
require the Contractor to indicate within 15 (fifteen) days the steps proposed to be taken to expedite progress, and the period within which the Project Completion Date shall be achieved. Upon receipt of a report from the Contractor, the Authority’s Engineer shall review the same and send its comments to the Authority and the Contractor forthwith.
4.15. The Authority’s Engineer shall obtain from the Contractor a copy of all the Contractor’s quality control records and documents before the Completion Certificate is issued pursuant to Clause 12.4.
4.16. Authority’s Engineer may recommend to the Authority suspension of the whole or part of the Works if the work threatens the safety of the Users and pedestrians. After the Contractor has carried out remedial measure, the Authority’s Engineer shall inspect such remedial measures forthwith and make a report to the Authority recommending whether or not the suspension hereunder may be revoked.
4.17. In the event that the Contractor carries out any remedial measures to secure the safety of suspended works and Users, and requires the Authority’s Engineer to inspect such works, the Authority’s Engineer shall inspect the suspended works within 3 (three) days of receiving such notice, and make a report to the Authority forthwith, recommending whether or not such suspension may be revoked by the Authority.
4.18. The Authority’s Engineer shall carry out, or cause to be carried out, all the Tests specified in Schedule-K and issue a Completion Certificate or Provisional Certificate, as the case may be. For carrying out its functions under this Paragraph 4.18and all matters incidental thereto, the Authority’s Engineer shall act under and in accordance with the provisions of Article 12 and Schedule-K.
5. Maintenance Period
5.1. The Authority’s Engineer shall aid and advise the Contractor in the preparation of its monthly Maintenance Programme and for this purpose carry out a joint monthly inspection with the Contractor.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 128 MSRDC Schedules
5.2. The Authority’s Engineer shall undertake regular inspections, at least once every month, to evaluate compliance with the Maintenance Requirements, and submit a Maintenance Inspection Report to the Authority and the Contractor.
5.3. The Authority’s Engineer shall specify the tests, if any, that the Contractor shall carry out, or cause to be carried out, for the purpose of determining that the Project Expressway is in conformity with the Maintenance Requirements. It shall monitor and review the results of such tests and the remedial measures, if any, taken by the Contractor in this behalf.
5.4. In respect of any defect or deficiency referred to in Paragraph 3 of Schedule- E, the Authority’s Engineer shall, in conformity with Good Industry Practice, specify the permissible limit of deviation or deterioration with reference to the Specifications and Standards and shall also specify the time limit for repair or rectification of any deviation or deterioration beyond the permissible limit.
5.5. The Authority’s Engineer shall examine the request of the Contractor for closure of any lane(s) of the Project Expressway for undertaking maintenance/repair thereof, and shall grant permission with such modifications, as it may deem necessary, within 5 (five) days of receiving a request from the Contractor. Upon expiry of the permitted period of closure, the Authority’s Engineer shall monitor the reopening of such lane(s), and in case of delay, determine the Damages payable by the Contractor to the Authority under Clause 14.5.
6. Determination of costs and time
6.1. The Authority’s Engineer shall determine the costs, and/or their reasonableness, that are required to be determined by it under the Agreement.
6.2. The Authority’s Engineer shall determine the period of Time Extension that is required to be determined by it under the Agreement.
6.3. The Authority’s Engineer shall consult each Party in every case of determination in accordance with the provisions of Clause 18.5.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 129 MSRDC Schedules
7. Payments
7.1. The Authority’s Engineer shall withhold payments for the affected works for which the Contractor fails to revise and resubmit the Drawings to the Authority’s Engineer in accordance with the provisions of Clause 10.2.4 (d).
7.2. Authority’s Engineer shall -
(a) within 10 (ten) days of receipt of the Stage Payment Statement from the Contractor pursuant to Clause 19.4, determine the amount due to the Contractor and recommend the release of 90 (ninety) percent of the amount so determined as part payment, pending issue of the Interim Payment Certificate.
(b) within 15 (fifteen) days of the receipt of the Stage Payment Statement referred to in Clause 19.4, deliver to the Authority and the Contractor an Interim Payment Certificate certifying the amount due and payable to the Contractor, after adjustments in accordance with the provisions of Clause 19.10.
7.3. The Authority’s Engineer shall, within 15 (fifteen) days of receipt of the Monthly Maintenance Statement from the Contractor pursuant to Clause 19.6, verify the Contractor’s monthly statement and certify the amount to be paid to the Contractor in accordance with the provisions of the Agreement.
7.4. The Authority’s Engineer shall certify final payment within 30 (thirty) days of the receipt of the final payment statement of Maintenance in accordance with the provisions of Clause 19.16.
8. Other duties and functions
The Authority’s Engineer shall perform all other duties and functions as specified in the Agreement.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 130 MSRDC Schedules
9. Miscellaneous
9.1. A copy of all communications, comments, instructions, Drawings or Documents sent by the Authority's Engineer to the Contractor pursuant to this TOR, and a copy of all the test results with comments of the Authority's Engineer thereon, shall be furnished by the Authority's Engineer to the Authority forthwith.
9.2. The Authority's Engineer shall retain at least one copy each of all Drawings and Documents received by it, including 'as-built' Drawings, and keep them in its safe custody.
9.3. Within 90 (ninety) days of the Project Completion Date, the Authority's Engineer shall obtain a complete set of as-built Drawings, in 2 (two) hard copies and in micro film form or in such other medium as may be acceptable to the Authority, reflecting the Project Expressway as actually designed, engineered and constructed, including an as-built survey illustrating the layout of the Project Expressway and setback lines, if any, of the buildings and structures forming part of Project Facilities; and shall hand them over to the Authority against receipt thereof.
9.4. The Authority's Engineer, if called upon by the Authority or the Contractor or both, shall mediate and assist the Parties in arriving at an amicable settlement of any Dispute between the Parties.
9.5. The Authority's Engineer shall inform the Authority and the Contractor of any event of Contractor's Default within one week of its occurrence.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode 131 MSRDC Schedules
SCHEDULE - O
(See Clauses 19.4.1, 19.6.1, and 19.8.1)
FORMS OF PAYMENT STATEMENTS
1. Stage Payment Statement for Works The Stage Payment Statement for Works shall state:
(a) The estimated amount for the Works executed in accordance with Clause 19.3.1subsequent to the last claim (b) Amounts reflecting adjustments in price for the aforesaid claim (c) The estimated amount of each Change of Scope Order executed subsequent to the last claim (d) Amounts reflecting adjustment in price, if any, for (c) above in accordance with the provisions of Clause 13.2.3 (a) (e) Total of (a), (b), (c) and (d) above (f) Deductions: i. Any amount to be deducted in accordance with the provisions of the Agreement except taxes ii. Any amount towards deduction of taxes, and iii. Total of (i) and (ii) above (g) Net claim: (e) – (f) (iii) (h) The amounts received by the Contractor upto the last claim: i. For the Works executed (excluding Change of Scope orders) ii. For Change of Scope Orders, and iii. Taxes deducted 2. Monthly Maintenance Payment Statement
The monthly Statement for Maintenance Payment shall state:
(a) the monthly payment admissible in accordance with the provisions of the Agreement (b) the deductions for maintenance work not done
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode. 132 MSRDC Schedules
(c) net payment for maintenance due, (a) minus (b) (d) amounts reflecting adjustments in price under Clause 19.12, and (e) amount towards deduction of taxes
3. Contractor’s claim for Damages Note
The Contractor shall submit its claims in a form acceptable to the Authority.
Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479to km 701.479 on EPC Mode. 133 MSRDC, Maharashtra Schedules to Concession Agreement
SCHEDULE-P
(See Clause 20.1)
INSURANCE 1. Insurance during Construction Period
1.1. The Contractor shall effect and maintain at its own cost, from the Appointed Date till the date of issue of the last Completion Certificate, the following insurances forany loss or damage occurring on account of Non-political Event of Force Majeure, Malicious Act, Accidental Damage, Explosion, Fire, and Terrorism:
(a) Insurance of Works, Plant, and Materials and an additional sum of 15 (fifteen) per cent of such replacement cost to cover any additional costs of and incidental to the rectification of loss or damage including professional fees and the cost of demolishing and removing any part of the Works and of removing debris of whatsoever nature. (b) Insurance for the Contractor’s Equipment, and Documents brought onto the Site by the Contractor, for a sum sufficient to provide for their replacement at the Site.
1.2 The insurance under paragraph 1.1(a)and (b) above shall cover the Authority and the Contractor against all loss or damage from whatsoever cause arising under paragraph 1.1 other than risks which are not insurable at commercial terms.
2. Insurance for Contractor's Defects Liability
2.1. The Contractor shall effect and maintain insurance cover for the Works from the date of issue of the Completion Certificate until the end of the Defects Liability Period for any loss or damage for which the Contractor is liable and which arises from a cause occurring prior to the issue of the Completion Certificate. The Contractor shall also maintain other insurances for maximum sums as may be required under the Applicable Laws and in accordance with Good Industry Practice.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 134 MSRDC, Maharashtra Schedules to Concession Agreement
3. Insurance against Injury to Persons and Damage to Property
3.1. The Contractor shall insure against its liability for any loss, damage, death or bodily injury, or damage to any property (except things insured under Paragraphs 1 and 2 of this Schedule, or to any person except persons insured under Clause 20.9), which may arise out of the Contractor's performance of this Agreement. This insurance shall be for a limit per occurrence of not less than the amount stated below with no limit on the number of occurrences. The insurance cover shall be not less than the value of the Contract Price.
3.2. The insurance shall be extended to cover liability for all loss and damage to the Authority's property arising out of the Contractor's performance of this Agreement excluding:
(a) the Authority's right to have the construction works executed on, over, under, in or through any land, and to occupy this land for the Works. (b) Damage which is an unavoidable result of the Contractor's obligations to execute the Works.
4. Insurance to be in Joint Names The insurance under paragraphs 1 to 3 above shall be in the joint names of the Contractor and the Authority.
Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC mode 135