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 15, from Km. 636.479 to Km. 664.479 (Section - Village Vashala BK to Village Birwadi) 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, improve / 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 15) from km 636.479 to km 664.479 on EPC Mode 1 MSRDC Schedules Annex – I (Schedule-A) Site
1. Site
The site of the Six-Lane Project Expressway is forming part (package-15) of Nagpur- Mumbai Super Communication Expressway commencing from Vashala bk village at Km 636.479 and ends at Khutadi village at Km 664.479 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 Sr. Right of Village Remarks No. From To Way (ROW) 1 Vashala bk 636.500 636.891 90.0 2 Vashala bk 636.891 636.960 60.0 3 Vashala bk 636.960 637.150 90.0 4 Vashala bk 637.150 639.011 120.0 5 Vashala bk 639.011 693.310 60.0
6 Vashala bk 639.310 639.592 120.0 Alignment 7 Vashala bk 639.592 639.832 60.0 of project Expressway Vashala bk, 8 639.832 640.921 120.0 is passing Vashala kh through Vashala kh, Green Field 9 640.921 642.690 60.0 Kasara area 10 Kasara 642.690 643.915 120.0 11 Kasara 643.915 644.155 90.0 12 Kasara 644.155 644.247 60.0 13 Kasara 644.247 645.441 120.0 14 Kasara 645.441 645.743 90.0
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 2 MSRDC Schedules Chainage (km) Total Sr. Right of Village Remarks No. From To Way (ROW) 15 Kasara 645.743 645.978 60.0 16 Kasara, Shirol 645.978 646.951 120.0 17 Shirol 646.951 647.250 90.0 18 Shirol 647.250 647.421 60.0 19 Shirol 647.421 650.087 120.0 20 Shirol, Golbhan 650.087 650.923 60.0 Golbhan, 21 Khardi,Dhamani, 650.923 655.539 120.0 Dalkhan 22 Dalkhan 655.539 655.704 90.0 23 Dalkhan, Khardi 655.704 656.031 120.0 Alignment 24 Khardi, Chande 656.031 656.170 90.0 of project 25 Chande 656.170 656.333 60.0 Expressway is passing 26 Chande 656.333 656.500 120.0 through 27 Chande 656.479 656.860 120.0 Green Field Chande, area 28 656.860 657.009 60.0 Ratandhle Ratandhle, Lahe, Birwadi, 29 657.009 664.379 120.0 Saralambe, Khutadi Note : - The total ROW given in above table is for the proposed expressway except at interchange locations, wayside amenities and at locations for training the course of nalah/drain, at crossing of roads ( VR, ODR, MDR, SH,NH etc) where the ROW varies. 3. Carriageway The proposed Expressway is a green field area where no carriageway exists.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 3 MSRDC Schedules 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 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 4 MSRDC Schedules
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 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 640.371 2 MDR - 56 660.677 15. Minor Junctions The details of minor cross roads on the Site are as follows:
Sr. No. Road Type Chainage (km) 1 Village Road 638.291 2 Village Road 643.238 3 Village Road 646.415 4 Village Road 647.168 5 Village Road 648.200 6 Village Road 652.286 7 Village Road 653.573 8 Village Road 655.010
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 5 MSRDC Schedules Sr. No. Road Type Chainage (km) 9 Village Road 658.170 10 Village Road 661.598 11 Village Road 662.032 12 Village Road 663.503
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 6 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 15) from km 636.479 to km 664.479 on EPC Mode 7 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 15) from km 636.479 to km 664.479 on EPC Mode 8 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 15) from km 636.479 to km 664.479 on EPC Mode 9
MSRDC Schedules
Appendix A-I Index map of Project Expressway
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 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 15) from km 636.479 to km 664.479 on EPC Mode 11
MSRDC Schedules
ANNEX - I (Schedule-B) Description of Project Expressway
The Project Expressway is forming part (package-15) of Nagpur - Mumbai Super Communication Expressway and shall be Six Lane divided carriageway with fully access controlled. It is commencing from Vashala bk village at Km 636.479 and ends at Khutadi village at Km 664.479 passing through Green Field area in the state of Maharashtra. The design length of the project Expressway (package-15) is 28.000 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 six lane 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.
2.2. Design speed
The design speed shall be minimum design speed of 150km/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:
2.3.1. 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 15) from km 636.479 to km 664.479 on EPC Mode 12
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
Connecting roads / Service roads shall be constructed at the locations and of the lengths indicated below:
Chainage Sr. No. Length (m) Width (m) Side From (Km) To (Km) 1 636.479 636.824 345 5.5 RHS 2 636.479 636.824 345 5.5 LHS 3 638.295 638.790 495 5.5 LHS 4 640.370 640.780 410 5.5 LHS 5 640.370 640.780 410 5.5 RHS 6 650.940 652.290 1350 5.5 LHS 7 650.940 652.290 1350 5.5 RHS 8 653.580 655.390 1810 5.5 LHS 9 653.580 655.410 1830 5.5 RHS 10 657.250 658.200 950 5.5 LHS 11 657.240 658.120 880 5.5 RHS 12 659.000 663.940 4940 5.5 LHS 13 659.000 663.940 4940 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 15) from km 636.479 to km 664.479 on EPC Mode 13
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. Location Chainage Length Width Remar No Span (m) (Km) (Km) (m) (m) ks . 1 Vashala bk 639.782 210 6x35 2X17.5 Vashala bk, 2X65+5x80+13 2 Vashala kh, 641.813 1865 2X17.5 0+50+33x35 Kasara 3 Kasara 644.217 70 2x35 2X17.5 4 Kasara 645.848 245 7x35 2X17.5 5 Shirol 647.360 140 4x35 2X17.5 Shirol, 6 650.502 910 26x35 2X17.5 Golbhan Khardi, 7 Dhamani, 653.105 105 3x35 2X17.5 Dalkhan 8 Dalkhan 655.685 70 2x35 2X17.5 9 Chande 656.267 245 7x35 2X17.5 10 Chande 656.886 560 16x35 2X17.5 B. Tunnels shall be constructed as follows:
Sr. Start End Type of Location Length (m) No. (Km) (Km) Structures
1 Vashal Bk. 637.150 637.468 318 Bored Tunnel
2 Shirol 647.791 648.810 1019 Bored Tunnel
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 14
MSRDC Schedules
2.9.2. Interchanges Interchanges shall be constructed as follow: Propos Name Proposed span Desig Type ed of arrangement Wid Sr. Locat n of structu Rema Interse (m) th No. ion Chain Interch ral rks cting (No. of Span x (m) age ange configu Roads Span Length) ration Nil
2.9.3. VUP (Vehicular Underpass) VUP shall be constructed as follow: Proposed Start Design Category End of span Width Sr. No. of Chainage of Road Road arrangement (m) Road (m) BPCL 1 638.720 Utility 5x5.5 46.0 crossing BPCL 2 657.260 Utility 5x5.5 46.0 crossing Murrum 3 659.005 12x6 47.19 Road Murrum 4 660.340 12x5.5 46.0 Road Note: The location and design of VUP for BPCL 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 Start End Design Category arrangement Width Sr. No. of of Chainage of Road (Span Length x (m) Road Road Clearance ht.) NIL
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 15
MSRDC Schedules
2.9.5. VOP (Vehicular Overpass) VOP shall be constructed as follow; Design Categ Span Widt Sr. Structu Height of Mid Chainage( ory of Arrangement h No. re Pier (m) km) Road (m) (m) Village 1 638.291 VOP1 32.76+32.76 8.541 13.00 Road 2 640.371 VOP2 ODR 40.00+40.00 19.628 13.00 Village 3 643.238 VOP3 40.00+40.00 17.877 13.00 Road Village 4 644.873 VOP4 36.00+36.00 13.357 13.00 Road Village 5 646.415 VOP5 35.00+35.00 8.672 13.00 Road Village 6 652.286 VOP6 32.55+32.55 9.045 13.00 Road Village 7 653.573 VOP7 46.00+46.00 25.958 13.00 Road FOB/VO 8 654.499 VOP 43.00+43.00 22.205 13.00 P8 Village 9 655.010 VOP9 48.00+48.00 26.180 13.00 Road Village 10 658.120 VOP10 37.00+37.00 14.618 13.00 Road 11 660.677 VOP11 MDR 37.00+37.00 9.043 13.00 FOB/VO Village 12 661.590 37.00+37.00 11.956 13.00 P 12 Road Village 13 662.032 VOP13 35.00+35.00 9.654 13.00 Road Village 14 663.501 VOP14 50.00+50.00 28.115 13.00 Road BPCL Utility 15 653.720 VOP 15 35.1+35.1 16.331 13 Crossi ng BPCL Utility 16 658.530 VOP 16 35.1+35.1 10.751 13.00 Crossi ng
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 16
MSRDC Schedules
Note: The location and design of VOP for BPCL Utility crossing shall be done in consultation with concerned authorities.
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 Category Start of End of span Width Sr. No. Chainage of Road Road Road arrangement (m) (m) Murrum 1 651.787 Jarandi Golbhan 7x6 57.543 Road Murrum 2 657.546 7x6 51.011 Road
2.10. Typical cross-sections of the Project Expressway – Applicable Typical Cross Sections are indicated in the Table below.
Sr. no Start Chainage End Chainage Length (km) TCS no. Remakrs 1 636.479 636.848 0.369 TCS 02
2 636.848 636.925 0.077 TCS 01
3 636.925 636.960 0.035 TCS 07
4 636.960 637.038 0.078 TCS 01
5 637.038 637.150 0.112 TCS 02
6 637.150 637.468 0.318 TCS 03
VOP at 7 637.468 638.626 1.158 TCS 02 638.291 8 638.626 638.705 0.079 TCS 01
9 638.705 638.874 0.169 TCS 02
10 638.874 639.210 0.336 TCS 01
11 639.210 639.245 0.035 TCS 07
12 639.245 639.572 0.327 TCS 01
Viaduct 13 639.572 639.782 0.210 TCS 05 210m 14 639.782 639.895 0.113 TCS 01
VOP at 15 639.895 640.805 0.910 TCS 02 640.371
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 17
MSRDC Schedules
Sr. no Start Chainage End Chainage Length (km) TCS no. Remakrs 16 640.805 640.880 0.075 TCS 01
Viaduct at 17 640.880 642.730 1.865 TCS 05 1865m 18 642.730 642.860 0.130 TCS 01
VOP at 19 642.860 643.490 0.630 TCS 02 643.238 Box culvert 20 643.490 643.607 0.117 TCS 01 at 643.542 21 643.607 644.070 0.463 TCS 02
22 644.070 644.182 0.112 TCS 01
Viaduct at 23 644.182 644.252 0.070 TCS 05 70m 24 644.252 644.345 0.093 TCS 01
VOP at 25 644.345 645.084 0.739 TCS 02 644.873 Box culvert 26 645.084 645.442 0.358 TCS 01 at 645.313 27 645.442 645.560 0.118 TCS 02
28 645.560 645.725 0.165 TCS 01
Viaduct at 29 645.725 645.970 0.245 TCS 05 245m 30 645.970 646.316 0.346 TCS 01
VOP at 31 646.316 646.723 0.407 TCS 02 646.415 32 646.723 647.290 0.567 TCS 01
Viaduct at 33 647.290 647.430 0.140 TCS 05 140m 34 647.430 647.542 0.112 TCS 01
35 647.542 647.791 0.249 TCS 02
36 647.791 648.810 1.019 TCS 03
38 648.810 649.182 0.372 TCS 02
40 649.182 650.047 0.865 TCS 01
Viaduct at 41 650.047 650.957 0.910 TCS 05 910m 42 650.957 651.044 0.087 TCS 01
43 651.044 651.547 0.503 TCS 02
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 18
MSRDC Schedules
Sr. no Start Chainage End Chainage Length (km) TCS no. Remakrs PUP at 651.787, 44 651.547 652.250 0.703 TCS 01 Box culvert 652.000 VOP at 45 652.250 652.638 0.388 TCS 02 652.286 46 652.638 653.052 0.414 TCS 01
Viaduct at 47 653.052 653.157 0.105 TCS 05 105m 48 653.157 653.268 0.111 TCS 01
VOP at 653.573, VOP at 49 653.268 655.570 2.302 TCS 02 654.499, VOP at 655.010 50 655.570 655.650 0.080 TCS 01
Viaduct at 51 655.650 655.720 0.070 TCS 05 70m 52 655.720 655.810 0.090 TCS 01
53 655.810 656.085 0.275 TCS 02
54 656.085 656.144 0.059 TCS 01
Viaduct at 55 656.144 656.389 0.245 TCS 05 245m 56 656.389 656.606 0.217 TCS 01 Viaduct at 57 656.606 657.166 0.560 TCS 05 560m 58 657.166 657.306 0.140 TCS 01 59 657.306 657.338 0.032 TCS 02 PUP at 60 657.338 657.680 0.342 TCS 01 657.546 61 657.680 657.739 0.059 TCS 02 62 657.739 657.910 0.171 TCS 01 63 657.910 657.930 0.020 TCS 02 64 657.930 657.945 0.015 TCS 01 VOP at 65 657.945 658.758 0.813 TCS 02 658.120
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 19
MSRDC Schedules
Sr. no Start Chainage End Chainage Length (km) TCS no. Remakrs 66 658.758 658.787 0.029 TCS 01 67 658.787 658.800 0.013 TCS 02 68 658.800 658.810 0.010 TCS 01 69 658.810 658.838 0.028 TCS 02 70 658.838 658.877 0.039 TCS 01 71 658.877 658.905 0.028 TCS 02 VUP at 72 658.905 659.392 0.487 TCS 01 659.005 Box culvert 73 659.392 659.729 0.337 TCS 02 659.310 Box culvert 74 659.729 660.570 0.841 TCS 01 660.300 VOP at 660.677, VOP at 75 660.570 662.270 1.700 TCS 02 661.590, VOP at 662.032 Box culvert 76 662.270 662.580 0.310 TCS 01 662.462 77 662.580 662.692 0.112 TCS 02 Box culvert 78 662.692 662.840 0.148 TCS 01 662.775 VOP at 79 662.840 664.479 1.639 TCS 02 663.501 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:
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 20
MSRDC Schedules
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. 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 21
MSRDC Schedules
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 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 Left Right Start (Km) End (Km) (m) 1 RHS 636.479 636.910 351 Lined
2 RHS 636.380 636.931 551 Lined
3 LHS 636.970 637.154 184 Lined
4 RHS 636.970 637.157 187 Lined
5 LHS 637.490 638.005 515 Lined
6 637.490 638.007 517 Earthen
7 LHS 637.850 638.250 400 Lined
8 637.850 639.207 1357 Earthen
9 LHS 637.850 638.270 420 Earthen
10 RHS 637.850 639.200 1350 Lined
11 638.250 638.720 470 Earthen
12 RHS 638.270 638.660 390 Lined
13 638.660 639.205 545 Earthen
14 RHS 638.870 639.206 336 Earthen
15 LHS 639.340 639.559 219 Lined
16 RHS 639.340 639.553 213 Lined
17 LHS 639.760 640.926 1166 Earthen
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 22
MSRDC Schedules
Side Chainage Length Sr. No. Type Left Right Start (Km) End (Km) (m) 18 639.770 640.896 1126 Lined
19 639.770 640.890 1120 Earthen
20 639.770 640.889 1119 Earthen
21 RHS 639.850 640.920 1070 Lined
22 639.960 640.922 962 Earthen
23 642.740 642.820 80 Earthen
24 LHS 642.740 642.890 150 Lined
25 642.820 643.470 650 Earthen
26 642.890 643.490 600 Earthen
27 RHS 643.470 643.550 80 Lined
28 643.490 643.554 64 Earthen
29 LHS 643.570 644.055 485 Lined
30 RHS 643.580 644.042 462 Lined
31 LHS 644.370 645.040 670 Lined
32 LHS 644.370 645.070 700 Earthen
33 LHS 645.040 645.659 619 Earthen
34 RHS 645.070 645.663 593 Lined
35 RHS 645.960 646.350 390 Earthen
36 RHS 645.960 646.360 400 Earthen
37 LHS 646.350 646.610 260 Earthen
38 RHS 646.360 646.670 310 Earthen
39 646.610 647.203 593 Lined LHS 40 646.670 647.204 534 Earthen
41 647.420 647.784 364 Lined RHS 42 647.420 647.782 362 Earthen
43 648.850 649.150 300 Lined LHS 44 649.140 649.995 855 Earthen
45 649.150 650.024 874 Lined RHS 46 649.155 649.140 15 Earthen
47 LHS 650.950 651.498 548 Earthen
48 LHS 650.950 652.046 1096 Earthen
49 650.958 651.977 1019 Earthen LHS 50 650.960 651.490 530 Lined
51 LHS 651.060 651.712 652 Lined
52 LHS 651.070 651.500 430 Lined
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 23
MSRDC Schedules
Side Chainage Length Sr. No. Type Left Right Start (Km) End (Km) (m) 53 651.500 652.028 528 Earthen
54 RHS 651.712 651.984 272 Lined
55 RHS 652.030 652.500 470 Earthen
56 652.030 653.047 1017 Lined
57 RHS 652.030 652.313 283 Lined
58 RHS 652.040 652.296 256 Earthen
59 RHS 652.500 653.062 562 Earthen
60 LHS 653.140 655.674 2534 Lined
61 LHS 653.220 655.606 2386 Earthen
62 LHS 653.570 655.672 2102 Lined
63 RHS 653.570 655.646 2076 Lined
64 RHS 653.570 655.613 2043 Lined
65 RHS 653.570 655.590 2020 Earthen
66 LHS 655.690 656.213 523 Earthen
67 RHS 655.700 656.174 474 Earthen
68 LHS 656.380 656.479 99 Earthen
69 LHS 656.479 656.680 201 Lined 70 657.130 657.927 797 Earthen 71 RHS 657.150 658.750 1600 Earthen 72 LHS 657.200 658.173 973 Lined 73 657.310 658.224 914 Earthen 74 657..927 658.216 289 Lined 75 657.940 658.831 891 Earthen 76 LHS 657.940 658.150 210 Earthen 77 658.750 660.252 1502 Lined 78 LHS 658.750 658.997 247 Earthen 79 658.831 659.400 569 Lined 80 LHS 659.390 659.721 331 Lined 81 LHS 659.721 660.203 482 Earthen 82 LHS 660.240 660.611 371 Earthen 83 LHS 660.250 660.571 321 Earthen 84 LHS 660.571 662.482 1911 Earthen 85 LHS 660.610 662.227 1617 Earthen 86 LHS 660.610 662.441 1831 Earthen 87 LHS 660.610 662.488 1878 Earthen 88 RHS 660.610 662.493 1883 Earthen Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 24
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Side Chainage Length Sr. No. Type Left Right Start (Km) End (Km) (m) 89 LHS 660.611 662.463 1852 Lined 90 RHS 662.480 662.763 283 Lined 91 LHS 662.480 662.761 281 Lined 92 RHS 662.482 662.753 271 Lined 93 LHS 662.490 662.762 272 Lined 94 RHS 662.490 664.214 1724 Lined 95 LHS 662.500 662.570 70 Lined 96 RHS 662.570 662.764 194 Lined 97 LHS 662.777 664.190 1413 Lined 98 RHS 662.780 664.173 1393 Lined 99 LHS 662.780 664.214 1434 Lined 100 RHS 662.780 664.232 1452 Lined 101 LHS 662.895 664.186 1291 Lined 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.
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 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 (Km) Structure type (Span Length x (m) Clearance ht.) (m) 1 643.542 Box culvert 3x3.000 47.527 2 645.313 Box culvert 3x3.000 51.112 3 652.000 Box culvert 3x3.000 61.560
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 25
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Proposed span Design Proposed arrangement Width Sr. No. Chainage (Km) Structure type (Span Length x (m) Clearance ht.) (m) 4 659.310 Box Culvert 3x3.000 60.221 5 660.300 Box Culvert 3x3.000 57.952 6 662.462 Box Culvert 3x3.000 56.965 7 662.775 Box Culvert 3x3.000 46.000
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 pipe Chainage(k No. Structure type culvert(m) m) Pipe culvert 1.2 m φ Pipe below RHS & 1 662.462 29.08 culvert LHS service road Pipe culvert 1.2 m φ Pipe below RHS & 2 662.775 36.94 culvert LHS service 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.
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7.3.3. New Major Bridges on Main Carriageway:
Design Width Sr. No. Proposed Length (m) Chainage (m) Nil
7.3.4. 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
7.3.5. New Minor Bridges on Main Carriageway:
New minor bridges shall be constructed as per particulars given in the table below:
Design Width Sr. No. Chainage Proposed Length (m) (w) (Km) 1 636.925 1x35 2x17.5 2 639.210 1x35 2x17.5
7.3.6. New Minor Bridges on Service Road:
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
7.3.7. The railings of existing bridges shall be replaced by crash barriers at the following locations: Nil
7.3.8. Repairs/replacements of railing/parapets of the existing bridges shall be undertaken as follows: Nil
7.3.9. Drainage system for bridge decks Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 27
MSRDC Schedules
An effective drainage system for bridge decks shall be provided as specified in Section 6 of the Manual.
7.3.10. 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: Proposed Design Proposed Length Width Sr. No. District Structure Chainage (m) (m) type NIL
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 Sr. No. Location NIL 8. Retaining Wall Retaining wall shall be provided at the following locations Start End Sr. Total Chainage Chainage Remarks No. Length (m) (Km) (Km) Both Sides - Drawing No. 1 636.870 636.918 48.00 MSRDC-MPC- P5- D- MN- GA- 0001 Both Sides - Drawing No. 2 636.966 636.973 7.00 MSRDC-MPC- P5- D- MN- GA- 0001
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 28
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Start End Sr. Total Chainage Chainage Remarks No. Length (m) (Km) (Km) Both Sides - Drawing No. 3 638.982 639.202 220.00 MSRDC-MPC- P5- D- MN- GA- 0002 Both Sides - Drawing No. 4 639.252 639.266 14.00 MSRDC-MPC- P5- D- MN- GA- 0002 Both Sides - Drawing No. 5 639.342 639.563 221.00 MSRDC-MPC- P5- D- GN- GA- 0052 Both Sides - Drawing No. 6 639.791 639.803 12.00 MSRDC-MPC- P5- D- GN- GA- 0052 Both Sides - Drawing No. 7 640.858 640.871 13.00 MSRDC-MPC- P5- D- GN- GA- 0057 Both Sides - Drawing No. 8 642.753 642.767 14.00 MSRDC-MPC- P5- D- GN- GA- 0057 Both Sides - Drawing No. 9 644.113 644.173 60.00 MSRDC-MPC- P5- D- GN- GA- 0071 Both Sides - Drawing No. 10 644.261 644.268 7.00 MSRDC-MPC- P5- D- GN- GA- 0071 Both Sides - Drawing No. 11 645.703 645.716 13.00 MSRDC-MPC- P5- D- GN- GA- 0067 Both Sides - Drawing No. 12 645.979 646.003 24.00 MSRDC-MPC- P5- D- GN- GA- 0067 Both Sides - Drawing No. 13 647.200 647.281 81.00 MSRDC-MPC- P5- D- GN- GA- 0070 Both Sides - Drawing No. 14 647.439 647.451 12.00 MSRDC-MPC- P5- D- GN- GA- 0070 Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 29
MSRDC Schedules
Start End Sr. Total Chainage Chainage Remarks No. Length (m) (Km) (Km) Both Sides - Drawing No. 15 650.029 650.038 9.00 MSRDC-MPC- P5- D- GN- GA- 0054 Both Sides - Drawing No. 16 650.966 650.975 9.00 MSRDC-MPC- P5- D- GN- GA- 0054 Both Sides - Drawing No. 17 653.030 653.043 13.00 MSRDC-MPC- P5- D- GN- GA- 0077 Both Sides - Drawing No. 18 653.166 653.179 13.00 MSRDC-MPC- P5- D- GN- GA- 0077 Both Sides - Drawing No. 19 655.628 655.641 13.00 MSRDC-MPC- P5- D- GN- GA- 0072 Both Sides - Drawing No. 20 655.729 655.743 14.00 MSRDC-MPC- P5- D- GN- GA- 0072 Both Sides - Drawing No. 21 656.584 656.597 13.00 MSRDC-MPC- P5- D- GN- GA- 0074 Both Sides - Drawing No. 22 657.175 657.188 13.00 MSRDC-MPC- P5- D- GN- GA- 0074 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.
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9.2. Crash barriers detail is provided in the table below: Sr. No. Chainage Length Side From (Km) To (Km) 1 638.350 638.640 290 LEFT 2 638.950 639.070 120 LEFT 3 643.520 643.590 70 LEFT 4 645.160 645.390 230 LEFT 5 645.580 645.660 80 LEFT 6 649.180 649.340 160 LEFT 7 649.490 649.970 480 LEFT 8 651.730 652.220 490 LEFT 9 652.640 652.780 140 LEFT 10 652.980 653.250 270 LEFT 11 655.630 655.800 170 LEFT 12 657.360 657.630 270 LEFT 13 658.940 659.140 200 LEFT 14 659.180 659.358 178 LEFT 15 659.980 660.330 350 LEFT 16 662.300 662.500 200 LEFT 17 637.000 637.040 40 RIGHT 18 638.400 638.520 120 RIGHT 19 642.770 642.870 100 RIGHT 20 643.520 643.550 30 RIGHT 21 645.300 645.330 30 RIGHT 22 651.590 652.010 420 RIGHT 23 652.090 652.130 40 RIGHT 24 652.160 652.230 70 RIGHT 25 652.730 653.230 500 RIGHT 26 655.590 655.770 180 RIGHT 27 657.050 657.210 160 RIGHT 28 657.410 657.610 200 RIGHT 29 658.910 659.100 190 RIGHT 30 659.200 659.340 140 RIGHT 31 659.610 659.640 30 RIGHT 32 659.750 659.780 30 RIGHT 33 659.860 659.890 30 RIGHT 34 660.180 660.420 240 RIGHT
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Sr. No. Chainage Length Side From (Km) To (Km) 35 662.310 662.340 30 RIGHT 36 662.420 662.560 140 RIGHT 37 662.720 662.750 30 RIGHT
Crash Barrier Total Length in Sr Start End Both No Chainage Structure/Cros Chainage Chainage Direction . (km) s Rd type (km) (km) , (m) 1 638.291 VOP1/VR 638.286 638.296 20.00 2 640.371 VOP2/ODR 640.366 640.376 20.00 3 643.238 VOP3/VR 643.233 643.243 20.00 4 644.873 VOP4/VR 644.868 644.878 20.00 5 646.415 VOP5/VR 646.410 646.420 20.00 6 652.286 VOP6/VR 652.281 652.291 20.00 7 653.573 VOP7/VR 653.568 653.578 20.00 8 654.499 FOB/VOP8 654.494 654.504 20.00 9 655.010 VOP9/VR 655.005 655.015 20.00 10 658.120 VOP10/VR 658.115 658.125 20.00 11 660.677 VOP11/MDR 660.672 660.682 20.00 12 661.590 FOB/VOP 12 661.585 661.595 20.00 13 662.032 VOP13/VR 662.027 662.037 20.00 14 663.501 VOP14/VR 663.496 663.506 20.00 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
1 Traffic Signs and Pavement Entire length As per
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Other Sr. Design Project Facility Location essential No. Requirements details 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 1 636.300 7.5 X 3.8 RHS 2 636.900 11.25 X 3.8 RHS 3 637.500 5.55 X 5.235 RHS 4 638.400 5.55 X 5.235 RHS 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, save and except any variations in the length
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 33
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arising 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:
Innovative materials to be used in Trial stretch 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 34
MSRDC Schedules
surfaces above ground shall be coated with anti-carbonation coating recommended by MORTH/IRC. All bridge decks shall be provided with water proofing membrane.
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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
3300 3300 200 - 300
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 15) from km 636.479 to km 664.479 on EPC Mode 36
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Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 37 MSRDC Schedules
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 38 MSRDC Schedules
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 39 MSRDC Schedules
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 40 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.
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 15) from km 636.479 to km 656.479 on EPC Mode 41 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: Nill
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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 42 MSRDC Schedules
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
(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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 43 MSRDC Schedules
(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 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 equipment’s 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 44 MSRDC Schedules
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
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/ accidental 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 at least four personnel besides the driver and space to carry essential traffic and incidence management and safety tools. It shall also have a light on
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 45 MSRDC Schedules
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.
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.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 46 MSRDC Schedules
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 (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%
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 47 MSRDC Schedules
of peak load for two hours) shall be provided at each Tunnel operation and control center. (M) Linear Heat Detection (N) Sump and Pump Room at north portal
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 15) from km 636.479 to km 656.479 on EPC Mode 48 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 15) from km 636.479 to km 656.479 on EPC Mode 49 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 Sr. Detail of red Modified Provision No. Item in Man ual Design Design speed adopted for entire project is 1 2.2.1 Speed 150kmph
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 50 MSRDC Schedules
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 Speed 120 Kmph 150 Kmph Desirable Absolute and 670 m 1050 m 2 2.9.3 Minimum Radius minimum Radii Desirable 1000 m 1500 m Minimum radius Speed 120 Kmph 150 Kmph Safe Stopping 250 m 360 m Sight sight distance 3 2.9.3 distances 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 51 MSRDC Schedules
The fencing shall be 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 guage thick and fixed 75mm above Ground level on vertical M.S Angle of 40 x 40 x 6mm size including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75M.c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 10.1 5 fencing cm c/c with nuts and bolts and horizontal M.S. Angles at 0 top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc.
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 120 kmph 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 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 Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 52 MSRDC Schedules
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.
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. Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 53 MSRDC Schedules
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:
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 numbers 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 54 MSRDC Schedules
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 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)
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 55 MSRDC Schedules
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
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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 56 MSRDC Schedules
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 15) from km 636.479 to km 656.479 on EPC Mode 57 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.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 58 MSRDC Schedules
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 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 ROB, 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 15) from km 636.479 to km 656.479 on EPC Mode 59 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 within (i) Breach or blockade 24 hours; permanent restoration within 15 (fifteen) days
Roughness value exceeding 2000mm in a (ii) 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 10mm in 30 (thirty) days (v) 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
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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 60 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
(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 (i) slope of camber/cross fall (shall not be less 7 (seven) days 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 if (vii) Railing, parapets, crash barriers causing safety hazard)
(c) Road side furniture including road sign and pavement marking
Damage to shape or position, poor visibility (i) 48 hours or loss of retro-reflectivity
Painting of KM stone, railing, parapets, crash (ii) As and when required/Once every year barriers
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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 61 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
(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 5m (i) above carriageway or obstruction in visibility 24 hours of road signs
(ii) Removal of fallen trees from carriageway 4 hours
(iii) Deterioration in health of trees and bushes Timely watering and treatment
(iv) Trees and bushes requiring replacement 30 (thirty) days
Removal of vegetation affecting sight line (v) 15 (fifteen) days and road structures
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 mobile crane 4 (four) hours
(g) Rest area
(i) Cleaning of toilets Every 4 hours
(ii) Defects in electrical, water and sanitary 24 hours
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 62 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
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 specified Permanent measures by the Authority’s Engineer
(b) Foundations
(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 of (i) Greasing of metallic bearings once in a bearings 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
Damage or deterioration in kerbs, parapets, 3 (three) days (iii) handrails, and crash barriers (immediately within 24 hours if posing
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 656.479 on EPC Mode 63 MSRDC Schedules
Nature of Defect or Deficiency Time Limit for Repair/ Rectification
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
Damage or deterioration in approach slabs, (vi) 30 (thirty) days pitching, apron, toes, floor, or guide bunds
Growth of vegetation affecting the structure (vii) 15 (fifteen) days 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 finalized 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 15) from km 636.479 to km 656.479 on EPC Mode 64
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 15) from km 636.479 to km 656.479 on EPC Mode 65 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 for construction package 15 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 15) from km 636.479 to km 664.479 on EPC Mode 66 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 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. 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.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 67 MSRDC Schedules
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 the power to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank. Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 68 MSRDC Schedules
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)
(Address)
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 69 MSRDC Schedules
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 15) from km 636.479 to km 664.479 on EPC Mode 70 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 for construction package 15 on EPC“ in the state of Maharashtra.”, 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”).
NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as follows:
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 71 MSRDC Schedules
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 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 Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 72 MSRDC Schedules
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. 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.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 73 MSRDC Schedules
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.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 74 MSRDC Schedules
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, Bandra, Mumbai, Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for the “Construction of Nagpur-Mumbai Super Communication Expressway, Package V for construction package 15 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 obligations in accordance with the Agreement. The amount of {first/second/third} installment of the Advance Payment
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 75 MSRDC Schedules
(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 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.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 76 MSRDC Schedules
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. 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 77 MSRDC Schedules
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)
(Designation)
(Code Number)
(Address)
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 78 MSRDC Schedules
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 15) from km 636.479 to km 664.479 on EPC Mode 79 MSRDC Schedules
H. SCHEDULE-H (SeeClauses10.1.4 and19.3)
Contract Price Weightages
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 80 MSRDC Schedules
1.1 The Contract Price for this Agreement is Rs. 1,906.34 Crores
1.2 Proportions of the Contract Price for different stages of Construction of the Project Expressway shall be as specified below:
Weightage in percentage Percentage Item Stage for Payment to the weightage Contract Price
1 2 3 4
Road works including culverts, widening and 22.61% A- Deleted repair of culverts.
B.1- Construction of 6-lane+Paved
shoulder Pavement (Rigid pavement)
(1) Earthwork up to top of the sub- 49.33% grade
(2) Sub Base Course 6.04%
(3) Dry Lean Concrete(DLC) Course 7.14%
(4) Pavement Quality Control (PQC) 32.25% Course
C.1- Construction of Service road
(Flexible pavement)
(1) Earthwork up to top of the sub- 0.82% grade
(2) Sub Base Course 0.71%
(3) Non-Bituminous Base Course 1.14%
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 81 MSRDC Schedules
(4) Bituminous Base Course 0.95%
(5) Wearing Coat 0.16%
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) 1.46%
Minor Bridges/ Underpasses/ 1.87% A.I- Deleted Overpasses
Minor bridges
A.2- New Minor bridges (length >6 and
<60 m.)
a)Minor Bridges
(1) Foundation +Sub- structure: On completion of the foundation work 48.95% including foundations for wing and return walls, abutments, piers upto the
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 82 MSRDC Schedules
abutment/pier cap.
(2) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash 13.60% barriers, road signs & markings, tests on completion etc. complete in all respect.
(3) Approaches: On completion of approaches including Retaining walls, 5.44% 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 0.00% return 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 0.00% 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 83 MSRDC Schedules
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 7.03% return 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 4.31% 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 completion of approaches including Retaining walls/ Reinforced Earth walls, stone pitching, protection works complete in all respect and fit for use.
b)VUP
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 84 MSRDC Schedules
(1) Foundation +Sub- Structure: On completion of the foundation work including foundations for wing and 12.82% return 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 7.86% 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 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 0.00% return 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 0.00% including expansion joints complete in all respects as specified and (b) in case of underpass- rigid pavement including drainage facility complete in all respects as specified as
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 85 MSRDC Schedules
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 >60m.) works and ROB/RUB/ elevated 37.06% A.1-Deleted sections/flyov ers including viaducts, if any
A. 2- Major Bridges
(1) Foundation 0.00%
(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, 0.00% crash barriers, road markings etc.)
(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)
B. 1- Deleted
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 86 MSRDC Schedules
B.2- Constrution of ROB/RUB
(a) ROB
(b) RUB
(1) Foundation
(2) Sub-structure
(3) Super-structure (including bearings)
(4) Wearing Coat: (a) in case of ROB- wearing coat including expansion joints complete in all respects as specified and (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.)
(6) Wing walls/return walls
(7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)
C.1- Deleted
C.2-New Elevated Section/Flyovers/
Grade Separators
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 87 MSRDC Schedules
a)Flyover
(1) Foundation
(2) Sub-structure
(3) Super-structure (including bearings)
(4) Wearing Coat including expansion
joints
(5) Miscellaneous Items like hand rails,
crash barriers, road markings etc.)
(6) Wing walls/return walls
(7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)
b)Viaduct
(1) Foundation 32.20%
(2) Sub-structure 23.00%
(3) Super-structure (including bearings) 28.25%
(4) Wearing Coat including expansion 7.36% joints
(5) Miscellaneous Items like hand rails, 1.20% crash barriers, road markings etc.)
(6) Wing walls/return walls
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 88 MSRDC Schedules
(7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)
c)Interchange
(1) Foundation 0.00%
(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, 0.00% crash barriers, road markings etc.)
(6) Wing walls/return walls
(7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)
d)VOP
(1) Foundation 2.80%
(2) Sub-structure 2.00%
(3) Super-structure (including bearings) 2.45%
(4) Wearing Coat including expansion 0.64% joints
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 89 MSRDC Schedules
(5) Miscellaneous Items like hand rails, 0.10% crash barriers, road markings etc.)
(6) Wing walls/return walls 0.00%
(7) Approaches (including Retaining walls/Reinforced Earth wall, stone 0.00% pitching and protection works)
Tunnel work including protection, Tunnel Works 18.31% pavement layers work and installing lighting system complete
(1) Excavation and Primary Lining 61.00%
(2) Final Lining 19.00%
(3) Pavement, Drainage, Lighting 11.00% works etc.
(4) Testing of Tunnels and final 9.00% finishing
(1)Traffic Signs, Markings and Others Other works 20.15% 16.18% Appurtenances
(2) Drainage and Protection works 8.72%
(3)Toll Plaza 0.00%
(4) Utility Corridor 72.56%
(5) Administrative Building 0.35%
(6) Electrical work -Highway lighting 1.21%
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 90 MSRDC Schedules
(7) Rest Area 0.00%
(8) Site Clearance and Dismantling 0.98%
(9) Interchange
(i) Earthwork up to top of the sub-grade 0.00%
(ii) Sub Base Course 0.00%
(iii) Non-Bituminous Base Course 0.00%
(iv) Bituminous Base Course 0.00%
(v) Wearing Coat 0.00%
(vi) Protection Work 0.00%
(10)Cart-Track 0.00%
1.3 Procedure of estimating the value of work done
1.3.1 Roadworks 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:
Percentage - Stage of Payment Payment Procedure weightage
A-Deleted
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km
636.479 to km 664.479 on EPC Mode 91
MSRDC Schedules
B.1- Construction of 6- lane+Paved shoulder Pavement (Rigid pavement)
(1) Earthwork up to top of 49.33% the sub-grade
Unit of measurement is linear length. Payment of each stage shall be made on pro (2) Sub Base Course 6.04% rata basis on completion of a stage in full length or 5(five) km. length, whichever is less.
(3) Dry Lean Concrete(DLC) 7.14% Course
(4) Pavement Quality 32.25% Control (PQC) Course
C.1- Reconstruction/ New service road (Flexible pavement)
(1) Earthwork up to top of 0.82% the sub-grade
Unit of measurement is linear length. Payment of each stage shall be made on pro (2) Sub Base Course 0.71% rata basis on completion of a stage in full length or 5(five) km. length, whichever is less..
(3) Non-Bituminous 1.14% Course
(4) Bituminous Base 0.95% Course
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 92 MSRDC Schedules
(5) Wearing Coat 0.16%
C.2- Construction of Service road (Rigid Pavement)
(1) Earthwork up to top of 0.00% the sub-grade Unit of measurement is linear length. Payment of each stage shall be made on pro rata basis on completion of a stage in full length or 5(five) km. length, whichever is (2) Sub Base Course 0.00% less..
(3) Dry Lean Concrete(DLC) 0.00% Course
(4) Pavement Quality 0.00% Control (PQC) Course
D- Re-Construction and Cost of each culvert shall be determined on New culverts on existing pro rata basis with respect to the total number road, realignments, 1.46% of culverts. Payment shall be made on the bypasses: completion of at least five culverts. (1) Culverts (length < 6m)
@.For example, if the total length of bituminous work to bedoneis100 km, 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.
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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 93 MSRDC Schedules
Cost of each minor bridge shall be determined A.I-Widening and repair of on pro rata basis with respect to the total minor bridges (length > linear length of the minor bridges. Payment 6m and < 60m) shall be made on the completion of widening & repair works of a minor bridge. A.2- New minor bridges a)Minor Bridges (i) Foundation +Sub- Structure: sub-structure shall be made on pro-rata basis on (i) Foundation +Sub- completion of a stage i.e. not less than 25% of Structure: On completion of the scope of foundation +sub-structure of the foundation work including each bridge subject to completion of atleast 48.95% foundations for wing and two foundations along with substructure upto return walls, abutments, piers abutment/pier cap level of each bridge. In upto the abutment/pier cap. case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified. (ii) Super-structure: On completion of the super- structure in all respects (ii) Super-structure: Payment shall be made including wearing coat, on prorata basis on completion of a stage i.e. bearings, expansion joints, 13.60% completion of superstructure of at least one hand rails, crash barriers, span in all respects as specified in the column road signs & markings, tests of “Stage of Payment” in this sub-clause. on completion etc. complete in all respect. (iii) Approaches: On (iii) Approaches: Payment shall be made on completion of approaches pro-rata basis on completion of a stage i.e. including Retaining walls, 5.44% completion of approaches in all respect as stone pitching, protection specified in the column of “Stage of Payment” works complete in all respect in this sub-clause. and fit for use. (iv) Guide Bunds (iv) Guide Bonds and River Training Works: and River Training Works: Payment shall be made on prorata basis on On completion of Guide 0.00% completion of a stage i.e. completion of Guide Bunds and river Training Bunds and River training Works in all respects Works complete in all as specified. respects (4) Guide Bunds and River Training Works: On completion of Guide Bunds 0.00% and river Training Works complete in all respects B.1-Deleted 0.00% Underpasses/ Overpasses 0.00% b)Canal Bridges
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 94 MSRDC Schedules
(i) Foundation +Sub- Structure: sub-structure shall be made on pro-rata basis on (i) Foundation +Sub- completion of a stage i.e. not less than 25% of Structure: On completion of the scope of foundation +sub-structure of the foundation work including each bridge subject to completion of atleast 0.00% foundations for wing and two foundations along with substructure upto return walls, abutments, piers abutment/pier cap level of each bridge. In upto the abutment/pier cap. case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified. (ii) Super-structure: On completion of the super- structure in all respects (ii) Super-structure: Payment shall be made including wearing coat, on prorata basis on completion of a stage i.e. bearings, expansion joints, 0.00% completion of superstructure of at least one hand rails, crash barriers, span in all respects as specified in the column road signs & markings, tests of “Stage of Payment” in this sub-clause. on completion etc. complete in all respect. (iii) Approaches: On (iii) Approaches: Payment shall be made on completion of approaches pro-rata basis on completion of a stage i.e. including Retaining walls, 0.00% completion of approaches in all respect as stone pitching, protection specified in the column of “Stage of Payment” works complete in all respect in this sub-clause. and fit for use. (iv) Guide Bunds (iv) Guide Bunds and River Training Works: and River Training Works: Payment shall be made on prorata basis on On completion of Guide 0.00% completion of a stage i.e. completion of Guide Bunds and river Training Bunds and River training Works in all respects Works complete in all as specified. respects B.1-Deleted 0.00% Underpasses/ Overpasses 0.00% B.2- Underpasses/ 0.00% overpasses a)PUP (i) Foundation +Sub- structure: Cost of each Underpass/Overpass shall be determined on pro rata basis with respect to the total linear length (m) of the Underpasses/Overpasses. Payment against foundation + sub-stmcture (i) Foundation +Sub- shall be made on pro-rata basis on Structure: On completion of completion of a stage i.e. not less than 25% of the foundation work including 7.03% the scope of foundation +sub- structure of foundations for wing and each Underpasses/Overpasses subject to return walls, abutments, piers completion of atleast two foundations along upto the abutment/pier cap. with substructure 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 15) from km 636.479 to km 664.479 on EPC Mode 95 MSRDC Schedules
(ii) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs &markings, tests (ii) Super-structure: Payment shall be made on completion etc. complete on prorata basis on completion of a stage i.e. in all respect. Wearing Coat 4.31% completion of superstructure of atleast one (a) in case of Overpass- span in all respects as specified in the column wearing coat including of “Stage of Payment” in this sub-clause. expansion joints 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. (iii) Approaches: On completion of approaches (iii) Approaches: Payment shall be made on including Retaining walls/ pro-rata basis on completion of a stage i.e. Reinforced Earth walls, stone 0.00% completion of approaches in all respect as pitching, protection works specified. complete in all respect and fit for use. b)VUP (i) Foundation +Sub- structure: Cost of each Underpass/Overpass shall be determined on pro rata basis with respect to the total linear length (m) of the Underpasses/Overpasses. Payment against foundation + sub-stmcture (i) Foundation +Sub- shall be made on pro-rata basis on Structure: On completion of completion of a stage i.e. not less than 25% of the foundation work including 12.82% the scope of foundation +sub- structure of foundations for wing and each Underpasses/Overpasses subject to return walls, abutments, piers completion of atleast two foundations along upto the abutment/pier cap. with substructure 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 15) from km 636.479 to km 664.479 on EPC Mode 96 MSRDC Schedules
(ii) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs &markings, tests (ii) Super-structure: Payment shall be made on completion etc. complete on prorata basis on completion of a stage i.e. in all respect. Wearing Coat 7.86% completion of superstructure of atleast one (a) in case of Overpass- span in all respects as specified in the column wearing coat including of “Stage of Payment” in this sub-clause. expansion joints 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. (iii) Approaches: On completion of approaches (iii) Approaches: Payment shall be made on including Retaining walls/ pro-rata basis on completion of a stage i.e. Reinforced Earth walls, stone 0.00% completion of approaches in all respect as pitching, protection works specified. complete in all respect and fit for use. c)LVUP (i) Foundation +Sub- structure: Cost of each Underpass/Overpass shall be determined on pro rata basis with respect to the total linear length (m) of the Underpasses/Overpasses. Payment against foundation + sub-stmcture (i) Foundation +Sub- shall be made on pro-rata basis on Structure: On completion of completion of a stage i.e. not less than 25% of the foundation work including 0.00% the scope of foundation +sub- structure of foundations for wing and each Underpasses/Overpasses subject to return walls, abutments, piers completion of atleast two foundations along upto the abutment/pier cap. with substructure 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 15) from km 636.479 to km 664.479 on EPC Mode 97 MSRDC Schedules
(ii) Super-structure: On completion of the super- structure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs &markings, tests (ii) Super-structure: Payment shall be made on completion etc. complete on prorata basis on completion of a stage i.e. in all respect. Wearing Coat 0.00% completion of superstructure of atleast one (a) in case of Overpass- span in all respects as specified in the column wearing coat including of “Stage of Payment” in this sub-clause. expansion joints 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. (iii) Approaches: On completion of approaches (iii) Approaches: Payment shall be made on including Retaining walls/ pro-rata basis on completion of a stage i.e. Reinforced Earth walls, stone 0.00% completion of approaches in all respect as pitching, protection works specified. complete in all respect and fit for use.
1.3.3 Major Bridge works and ROB/RUB Procedure for estimating the value of Major Bridge works and of ROB/RUB 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: 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 less than 25% of (i) Foundation 0.00% 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. (ii) Sub-Structure:. Payment against Sub- (ii) Sub-structure 0.00% structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 98 MSRDC Schedules
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: Payment shall be made on pro- rata basis on completion of a stage (iii) Super-structure 0.00% (including bearings) i.e. completion of super- structure including bearings of atleast one span in all respects as specified. (iv) Wearing Coat: Payment shall be made on (iv) Wearing Coat including completion of wearing coat including 0.00% expansion joints expansionjoints complete in all respects as specified. (v) Miscellaneous: Payments shall be made on (v) Miscellaneous Items like completion of all miscellaneous works like hand rails, crash barriers, 0.00% road markings etc. hand rails, crash barriers, road markings etc. complete in all respects as specified. (vi) Wing walls/return walls: Payments shall be made on completion of all wing (vi) Wing walls/return walls 0.00% walls/return walls complete in all respects as specified. (vii) Guide Bunds, River Training works: (vii) Guide Bunds, River Payments shall be made on completion of all 0.00% Training works etc. guide bunds/river training works etc. complete in all respects as specified. (viii) Approaches: Payments shall be made on (viii) Approaches (including Retaining walls, stone completion of both approaches including 0.00% pitching and protection stone pitching, protection works, etc. works) complete in all respects as specified. B.1-Deleted
(viii) Approaches: Payments shall be made on (viii) Approaches (including Retaining walls, stone completion of both approaches including 0.00% pitching and protection stone pitching, protection works, etc. works) complete in all respects as specified. B.2 - New (a) ROB (b) RUB
(i) Foundation 0.00% (i) Foundation: Cost of each ROB/RUB shall be determined on pro rata basis with respect to Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 99 MSRDC Schedules
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 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:. Payment against Sub- structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of (ii) Sub-structure 0.00% 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: Payment shall be made on pro- rate basis on completion of a stage (iii) Super-structure 0.00% (including bearings) be. ecmpletion of super- structure including bearings of atleast one span in all respects as specified. (iv) Wearing Coat: Payment shaH be made on (iv) Wiring Coat including completion of (a) in case of ROB- wearing expansion joints in case of coat including expansion joints complete in all ROB. In case of RUB, rigid 0.00% pavement under RUB 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: Payments shall be made on (v) Miscellaneous Items like completion of all miscellaneous works like hand rails, crash barriers, 0.00% road markings etc. hand rails, crash barriers, road markings etc. complete in all respects as specified (vi) Wing walls/return walls: Payments shall (vi) Wing walls/return walls 0.00% be 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 0.00% pitching and protection completion of both approaches including works) stone pitching, protection works, etc.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 100 MSRDC Schedules
complete in all respects as specified. C.1- Deleted C2 -New Elevated Section / Flyovers/Grade Separators a)Flyover (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. (i) Foundation 0.00% 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 where specified. (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 (ii) Sub-structure 0.00% 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:Payment shall be made on pro- rata basis on completion of a stage i.e. (iii) Super-structure 0.00% (including bearings) completion of super- structure including bearings of at least one span in all respects as specified. (iv) Wearing Coat: Payment shall be made on (iv) Wearing Coat including comp1et«on of wearing coat includmg 0.00% expansion joints expansion Joints complete in all respects as specified. (v)Miscellaneous: Payments shall be made on (v) Miscellaneous Items like completion of all miscellaneous works like hand rails, crash barriers, 0.00% road markings etc hand rails, crash barriers, road markings etc. complete in all respects as specified.
(vi) Wing walls/return walls 0.00% (vi) Wing walls/return walls: Payments shall be made on completion of all wing Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 101 MSRDC Schedules
walls/return walls complete in all respects as specified. (vii) Approaches: Payments shall be made on (vii) Approaches (including Retaining walls/Reinforced completion of both approaches including 0.00% Earth wall, stone pitching stone pitching, protection works, etc. and protection works) complete in all respects as specified b)Viaduct (i) Foundation; Cost of each Structure shall be determination pro rata basis with respect to (i) Foundation 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. 32.20% 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 where specified. (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 (ii) Sub-structure 23.00% 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: Payment shall be made on pro- rata basis on completion of a stage (iii) Super-structure 28.25% (including bearings) i.e. completion of super- structure including bearings of at least one span in all respects as specified. (iv) Wearing Coat: Payment shall be made on (iv) Wearing Coat including comp1et«on of wearing coat includmg 7.36% expansion joints expansion Joints complete in all respects as specified. (v)Miscellaneous: Payments shall be made on (v) Miscellaneous Items like completion of all miscellaneous works like hand rails, crash barriers, 1.20% road markings etc hand rails, crash barriers, road markings etc. complete in all respects as specified.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 102 MSRDC Schedules
(vi) Wing walls/return walls: Payments shall be made on completion of all wing (vi) Wing walls/return walls 0.00% walls/return walls complete in all respects as specified. (vii) Approaches: Payments shall be made on (vii) Approaches (including Retaining walls/Reinforced completion of both approaches including 0.00% Earth wall, stone pitching stone pitching, protection works, etc. and protection works) complete in all respects as specified c)Interchange
(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. (1) Foundation 0.00% 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 where specified. (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 (2) Sub-structure 0.00% 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: Payment shall be made on pro- rata basis on completion of a stage (3) Super-structure 0.00% (including bearings) i.e. completion of super- structure including bearings of at least one span in all respects as specified. (iv) Wearing Coat: Payment shall be made on (4) Wearing Coat including comp1et«on of wearing coat includmg 0.000% expansion joints expansion Joints complete in all respects as specified.
(5) Miscellaneous Items like (v)Miscellaneous: Payments shall be made on hand rails, crash barriers, 0.000% completion of all miscellaneous works like road markings etc.) hand rails, crash barriers, road markings etc. Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 103 MSRDC Schedules
complete in all respects as specified. (vi) Wing walls/return walls: Payments shall be made on completion of all wing (6) Wing walls/return walls 0.000% walls/return walls complete in all respects as specified. (vii) Approaches: Payments shall be made on (7) Approaches (including Retaining walls/Reinforced completion of both approaches including 0.000% Earth wall, stone pitching stone pitching, protection works, etc. and protection works) complete in all respects as specified d)VOP (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. (1) Foundation 2.80% 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 where specified. (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 (2) Sub-structure 2.00% 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: Payment shall be made on pro- rata basis on completion of a stage (3) Super-structure 2.45% (including bearings) i.e. completion of super- structure including bearings of at least one span in all respects as specified. (iv) Wearing Coat: Payment shall be made on (4) Wearing Coat including completion of wearing coat including 0.64% expansion joints expansion Joints complete in all respects as specified.
(5) Miscellaneous Items like 0.10% hand rails, crash barriers, (v)Miscellaneous: Payments shall be made on Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 104 MSRDC Schedules
road markings etc.) completion of all miscellaneous works like hand rails, crash barriers, road markings etc. complete in all respects as specified. (vi) Wing walls/return walls: Payments shall be made on completion of all wing (6) Wing walls/return walls 0.00% walls/return walls complete in all respects as specified. (vii) Approaches: Payments shall be made on (7) Approaches (including Retaining walls/Reinforced completion of both approaches including 0.00% Earth wall, stone pitching stone pitching, protection works, etc. and protection works) complete in all respects as specified
1.3.4 Tunnel Work Tunnel work including protection, pavement layers work and installing lighting system complete (1) Excavation and Primary 61.00% Unit of measurement is linear length. Cost of Lining 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 (3) Pavement, Drainage, 11.00% Lighting works etc. be made on pro rata basis on completion of a stage in continuous length of not less than (4) Testing of Tunnels and 9.00% 100 (hundred) meter. final finishing 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 for exclusive tunnel projects may be prepared as per site requirements before bidding with due approval of DG(RD)&SS, MoRT&H.
1.3.5 Other Works Procedure for estimating the value of other works done shall be as stated in following table;
Stage of Payment Weightage Payment Procedure
Unit of measurement is each completed toll (1)Traffic Signs, Markings plaza. Payment of each toll plaza shall be 16.18% and Others Appurtenances made on pro rata basis with respect to the total of all toll plazas.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 105
MSRDC Schedules
Unit of measurement is linear length in km. (2) Drainage and Protection Payment shall be made on pro rata basis on 8.72% works completion of a stage in a length of not less than 10 % (ten per cent) of the total length.
(3)Toll Plaza 0.00%
(4) Utility Corridor
(5) Administrative Building 0.35%
Payment shall be made on pro rata basis for completed facilities.
(6) Electrical work -Highway 1.21% lighting
(7) Rest Area 0.00%
Unit of measurement is linear length. (8) Site Clearance and Payment shall be made on pro rata basis on 0.98% Dismantling completion of a stage in a length of not less than 10% (ten per cent) of the total length.
(9) Interchange
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 106 MSRDC Schedules
(i) Earthwork up to top of the 0.00% sub-grade
(ii) Sub Base Course 0.00%
Unit of measurement is linear length. Payment of each stage shall be made on pro (iii) Non-Bituminous Base 0.00% rata basis on completion of a stage in a length Course of not less than 10 (ten) percent of the total length.
(iv) Bituminous Base Course 0.00%
(v) Wearing Coat 0.00%
Unit of measurement is linear length. Payment of each stage shall be made on pro (vi) Protection Work 0.00% rata basis on completion of a stage in a length of not less than 10 (ten) percent of the total length.
Unit of measurement is linear length. Payment of each stage shall be made on pro (10)Cart-Track 0.00% rata basis on completion of a stage in a length of not less than 10 (ten) percent of the total length.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 107 MSRDC Schedules
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 installments in accordance with the provisions of Clause 19.7.
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 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 15) from km 636.479 to km 664.479 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. The Project Expressway drawings, as defined in Clause1.1, Definitions, Article1, Definitions and Interpretation, Part-I:Preliminary,of the Contract Agreement shall consist:
a) Working Drawings of all the components/elements of the Project Expressways 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 110 MSRDC Schedules
l) Drawings of landscaping, and horticulture m) Drawings of vehicular, and pedestrian crossings 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 15) from km 636.479 to km 664.479 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 15) from km 636.479 to km 664.479 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.
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 15) from km 636.479 to km 664.479 on EPC Mode 113 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 114 MSRDC Schedules
random by the Authority’s Engineer. Road Over bridge 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.
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.
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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 for construction package 15 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.
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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)
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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 for construction package 15 on EPC mode., through ______(Name of Contractor), here by certify that the Tests in accordance with Article12oftheAgreementhavebeen 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 therefore 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 15) from km 636.479 to km 664.479 on EPC Mode 118 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
Deficient slopes, raincuts, disturbed pitching, vegetation (ii) 5% growth, pruning of trees
(c) Bridges and Culverts
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Sl. No. Item/Defect/Deficiency Percentage
Desilting, cleaning vegetation 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% road markings, 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, 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 120 MSRDC Schedules
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 15) from km 636.479 to km 664.479 on EPC Mode 121 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.
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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 for construction package 15 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.
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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.
3.2. The Authority’s Engineer shall perform the duties and exercise the authority in accordance with the provisions of this Agreement, but subject to obtaining prior written approval of the Authority before determining:
(a) Any Time 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 Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 124 MSRDC Schedules
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 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 Over bridge 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.
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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, the Authority’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 require the Contractor to indicate within 15 (fifteen) days the steps
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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.
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.
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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.
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 -
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 128 MSRDC Schedules
(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.
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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 129 MSRDC Schedules
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.
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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 up to the last claim: i. For the Works executed (excluding Change of Scope orders) ii. For Change of Scope Orders, and iii. Taxes deducted
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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 (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 15) from km 636.479 to km 664.479 on EPC Mode 132 MSRDC Schedules
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 for any 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
Construction of Nagpur Mumbai Super Communication Expressway (Package 15) from km 636.479 to km 664.479 on EPC Mode 133 MSRDC Schedules
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.
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.
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