Instructions to Bidders (ITB) July 2018 VOLUME – III - AWS

MAHARASHTRA STATE ROAD DEVELOPMENT CORPORATION

LTD. (MSRDC) [GOVERNMENT OF MAHARASHTRA UNDERTAKING]

for

Construction of Access Controlled Nagpur-Mumbai Super Communication Expressway

(Maharashtra Samruddhi Mahamarg) in the State of Maharashtra on EPC mode

for Construction Package 16, from Km. 664.479 to Km. 701.479

(Section - Village Birwadi to Village Amne) in District Thane.

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

VOLUME – III

SCHEDULES

Request for Proposal (RFP)

MSRDC Schedules

Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km

664.479 to Km 701.479 on EPC mode 1

SCHEDULE-A

(See Clauses 2.1 and 8.1)

SITE OF THE PROJECT EXPRESSWAY

1 The Site

1.1 Site of the Six-Lane Project Expressway shall include the land, buildings, structures and

road works as described in Annex-I of this Schedule-A.

1.2 The dates of handing over the Right of Way to the Contractor are specified in Annex-II

of this Schedule-A.

1.3 An inventory of the Site including the land, buildings, structures, road works, trees and

any other immovable property on, or attached to, the Site shall be prepared jointly by

the Authority Representative and the Contractor, and such inventory shall form part of

the memorandum referred to in Clause 8.2.1 of this Agreement.

1.4 The alignment plans of the Project Highway are specified in Annex-III. The proposed

profile of the project highways shall be followed by the Contractor with minimum FRL as

indicated in the alignment plan. The Contractor, however, improves / upgrade the Road

Profile as indicated in Annex-III based on site/design requirement.

1.5 The status of the environment clearances obtained or awaited is given in Annex IV.

MSRDC Schedules


664.479 to Km 701.479 on EPC mode 2

Annex – I

(Schedule-A)

Site

1. Site

2 The site of the Six-Lane Project Expressway is forming part (package-16) of Nagpur- Mumbai

Super Communication Expressway commencing from Khutadi village at Km 664.479 and ends at

Amne village at Km 701.362 passing through green field area (refer Index Map given at

Appendix A-1) in the state of Maharashtra. The land, carriageway and structures comprising the

Site are described below:

2. Land

The Site of the Project Expressway comprises the land (sum total of land already in

possession and land to be possessed as described below:

Sr.

No. Village

Chainage (km) Total

Right of

Way

(ROW)

(m)

Remark From To

1 Ratandhle, Lahe, Birwadi,

Saralambe, Khutadi 664.379 666.642 120.0

2 Khutadi, Saralambe,

Kasgaon, Arjunali 666.642 668.877 60.0

3 Kasgaon, Shelwali 668.877 671.100 120.0

4 Shelwali, Sapgaon,

Khutghar 671.100 674.360 120.0

5 Khutghar, Andad, Hiv 674.360 678.110 90.0

6 Hiv 678.110 678.323 120.0

7 Hiv 678.323 678.884 90.0

8 Hiv, Ras, Shere, Shei,

Ambarje, Hal, Ushid, 678.884 694.260 120.0

MSRDC Schedules


664.479 to Km 701.479 on EPC mode 3

Sr.

No. Village

Chainage (km) Total

Right of

Way

(ROW)

(m)

Remark From To

Dabav, Phalegaon,

Nadgaon, Utane,

Pitambare Nagre

9 Nadgaon, Chinchwali,

Raye, Gurawali, Nimbavali 694.260 696.745 120.0

10 Nimbavali 696.745 697.654 120.0

11 Chiradpada 697.654 699.054 60.0

12 Chiradpada, Pise, Vashere,

Amne 698.504 701.362 120.0

3. Carriageway

The proposed Expressway is green field area where no carriageway exists.

4. Major Bridges

The Site includes the following Major Bridges:

Sr. No. Proposed Chainage (km) Length of Structure Remarks

Nil

5. Road over-bridges (ROB)/ Road under-bridges (RUB)

The Site includes the following ROB (road over railway line)/RUB (road under railway

line

Sr. No. Chainage (km) Length of Structure Remarks

Nil

6. Grade Separator

The Site includes the following grade separators:


Nil

MSRDC Schedules


664.479 to Km 701.479 on EPC mode 4

7. Minor Bridges

The Site includes the following minor bridges:


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:


Nil

10. Culverts

The Site has the following culverts:


Nil

11. Bus Bays

The details of bus bays on the Site are as follows:

Sr. No. Chainage (km) Dimension Location (Left/Right)

Nil

12. Truck Bays

The details of truck lay byes are as follows:

Sr. No. Chainage (km) Dimension Location (Left/Right)

Nil

MSRDC Schedules


664.479 to Km 701.479 on EPC mode 5

13. Road Side Drains

The details of the roadside drains are as follows:

Sr. No. Chainage (km)

Length of Structure Dimension From To

Nil

14. Major Junctions

The details of major cross roads on the Site are as follows:

Sr. No. Road Type Chainage (km)

1 ODR 670.678

2 SH – 44 672.072

3 SH - 79 674.234

4 ODR 677.769

5 ODR 682.761

6 MDR 62 683.690

7 MDR 69 689.384

8 MDR 70 690.580

9 ODR 692.673

15. Minor Junctions

The details of minor cross roads on the Site are as follows:

Sr. No. Road Type Chainage (km)

1 Village Road 666.768






MSRDC Schedules


664.479 to Km 701.479 on EPC mode 6

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:

Sl. No From Km to Km (Design

Chainage)

Design

Length

(Km)

Width

(m)

Date of providing

ROW

1 2 3 4 5

(i) Full Right of Way

(full width) RoW for 90% of project length shall be handed over on Appointed Date.

(ii) Balance Right of

Way (width)

RoW for balance 10% of project length shall be handed over within 150

days from Appointed Date.

MSRDC Schedules


664.479 to Km 701.479 on EPC mode 7

Annex – III

(Schedule-A)

ALIGNMENT PLANS

The plan and profile is available on e-portal of MSRDC website.

MSRDC Schedules


664.479 to Km 701.479 on EPC mode 8

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.

MSRDC Schedules

Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 664.479 to km 701.479 on EPC Mode 10

Appendix A-I

Index map of Project Expressway

MSRDC Schedules

Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km

664.479 to km 701.479 on EPC Mode 10

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.

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 11

ANNEX - I

(Schedule-B)

Description of Project Expressway

The Project Expressway is forming part (package-16) of Nagpur - Mumbai Super

Communication Expressway and shall be Six Lane divided carriageway with fully access

controlled. It is commencing from Khutadi village at Km 664.479 and ends at Amne

village at Km 701.362 passing through Green Field area in the state of Maharashtra. The

design length of the project Expressway (package-16) is 36.883 km.

1. Width of Carriageway

Paved carriageway including paved shoulders and edge strips of Six lane Project

Expressway shall be 30 m (carriageway width – 2 x 11.25 m, paved shoulders - 2x 3.00

m and edge strip – 2 x 0.75 m) wide in entire stretch. The paved carriageway in the

approaches shall match with carriageway width of structures.

2. Geometric design and general features

2.1. General

Geometric design and general features of the Project Expressway shall be in accordance

with Section 2 of the Manual and Schedule D.

2.2. Design speed

The design speed shall be minimum design speed of 150 km/hr.

Acceleration and deceleration lengths proposed for entry/exit ramps on interchanges

shall be as per Schedule B.

2.3. Improvement of the existing road geometrics:

The Project Expressway follows new alignment through Green Field area in entire

stretch. There is no requirement of improving existing road.

2.4. Right of Way

Details of the Right of Way are given in Annex II of Schedule-A.

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 12

2.5. Type of Shoulder

Type of shoulder will be as per Paragraph 2.6 of the Manual and Paragraph 2.10 of

Annexure-I of Schedule B.

2.6. Lateral and vertical clearances at underpasses

Lateral and vertical clearances at underpasses and provision of guardrails/crash barriers

shall be as per the Paragraph 2.10 of the Manual.

2.7. Lateral and vertical clearance at overpasses

Lateral and vertical clearances at over passes shall be as per Paragraph 2.11 of the

Manual.

2.8. Connecting Roads / Service roads

Service roads shall be constructed at the locations and of the lengths indicated below:

Sr. No. Chainage

Length (m) Width (m) Side From To

1 668.880 670.680 1800 5.5 LHS

2 668.880 670.680 1800 5.5 RHS

3 671.000 671.500 500 5.5 LHS

4 671.000 672.500 1000 5.5 RHS

5 674.300 677.900 3600 5.5 LHS

6 674.300 677.900 3600 5.5 RHS

7 678.930 680.380 1450 5.5 LHS

8 678.930 680.380 1450 5.5 RHS

9 680.920 686.000 5080 5.5 LHS

10 680.920 685.920 5000 5.5 RHS

11 687.550 689.410 1860 5.5 LHS

12 687.450 689.397 1947 5.5 RHS

13 690.120 695.430 5310 5.5 LHS

14 690.120 695.430 5310 5.5 RHS

15 695.650 696.820 1170 5.5 LHS

16 695.650 696.820 1170 5.5 RHS

17 698.520 698.930 410 5.5 LHS

18 698.520 698.930 410 5.5 RHS

Note: Length of service road /cart track given in above table excluding length of service

road /cart track across the project expressway for proper connectivity of cross roads on

either side of project expressway which shall be deemed to be included in the scope of

work.

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 13

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:

B. Tunnels shall be constructed as follows:

Sr.

No. Location

Start

(Km)

End

(Km) Length (M)

Type of

Structures

1 Khutadi 665.086 666.014 928 Bored Tunnel

2 Ambarje 686.652 687.115 463 Bored Tunnel

2.9.2. Interchanges

Interchanges shall be constructed as follow:

Detailed layouts of interchanges are given in Appendix B-I

Sr.

No

.

Location

Centre

Chainage

(Km)

Length

(m) Span (m)

Width

(m)

Rem

arks

1 Khutadi,

Saralambe 667.763 2260

2x65+10x80

+38x35 2X17.5

2 Hiv 677.632 245 7x35 2X25.0

3 Ras, Shere 680.647 595 17x35 2X17.5

4 Nimbavali,

Chiradpada 698.120 1400 40x35 2X17.5

5 Pise, vashere 700.167 175 5x35 2X17.5

MSRDC Schedules


Sr. No.

Location/Chainage

Type of Interchange

Structure Chainage

(Km) Structure Type

Proposed span arrangement (Span Length x Clearance

ht.)

Total width(m)

Remarks

Main Expressway

1 Kusgaon/672.072

and 674.234

Elongated

Roundabout

671.500 RCC Box 3x3 53.50 Box culvert



670.910 PSC-I Girder 1 x35.0 17.50& 25.0 Minor Bridge

673.174 RCC Box 12x5.75 48.00 Vehicular under pass

673.633 RCC Box 12x5.75 52.00 Vehicular under pass

672.072 PSC-I Girder 34.20+34.20 16.00 Vehicular over pass

674.234 PSC-I Girder 2 x 30 17.5 Flyover

2 Hiv/678.200 Roundabout



MSRDC Schedules


Sr. No.

Location/Chainage

Type of Interchange

Structure Chainage

(Km) Structure Type

Proposed span arrangement (Span Length x Clearance

ht.)

Total width(m)

Remarks

3 Amne/700.800 Directional

Ramp 2 RCC Solid slab 21.00+21.00 12.50 Terminal Point on Mumbai

Ramp 4 PSC-I

Girder+RCC

Solid slab

4x34.885+4x20+5x34.885 12.50 Terminal Point on Mumbai

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 16

2.9.3. VUP (Vehicular Underpass)

VUP shall be constructed as follow:

Sr. No.

Design Chainage

Category of Road

Start of Road

End of Road

Proposed span

arrangement

(Span Length x

Clearance ht.)

Width (m)

1 670.678 ODR Kasgaon Shelwali 12x5.75 52.00

2 683.680 MDR 62 Ambarje Shere 12x6.435 52.00

3 694.876

GAIL Utility Crossing

with portal frame

5x5.5 46.00

4 696.421 ODR 12x5.75 46.00

5 696.827 ODR 12x5.50 79.00

Note: The location and design of VUP for GAIL Utility crossing shall be done in consultation with concerned authorities.

2.9.4. Light Vehicular Underpasses (LVUP

Light Vehicular Underpasses (LVUP) shall be constructed as follow:

Sr. No. Design

Chainage

Category

of Road

Start of

Road

End of

Road

Proposed span

arrangement

(Span Length x

Clearance ht.)

Width

(m)

Nil

2.9.5. VOP (Vehicular Overpass)

VOP shall be constructed as follow;

Sr.

No

.

Design

Chainage

(km) Structure

Category of

Road

Proposed

Span

Arrangeme

nt(m)

Height

of Mid

Pier (m)

Widt

h (m)

1 681.772 FOB/VOP 18 Village Road 32.76+32.76 8.673 13.00

2 682.761 FOB/VOP 19 Village Road 32.70+32.70 16.085 13.00

3 689.388 VOP20 MDR 37.00+37.00 13.469 13.00

4 690.123 VOP21 Village Road 32.70+32.70 8.699 13.00

5 690.375 VOP22 Village Road 35.00+35.00 8.511 13.00

6 690.580 VOP23 MDR 52.50+52.50 30.630 13.00

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 17

Sr.

No

.

Design

Chainage

(km) Structure

Category of

Road

Proposed

Span

Arrangeme

nt(m)

Height

of Mid

Pier (m)

Widt

h (m)

7 690.866 FOB/VOP24 Village Road 43.00+43.00 17.858 13.00

8 692.673 VOP25 Village Road 32.76+32.76 8.640 13.00

9 698.931 VOP27 Village Road 40.00+40.00 11.631 13.00

2.9.6. Cattle and Pedestrian under pass

Cattle and pedestrian underpass shall be provided as per Paragraph 2.10 of the Manual

the requisite particulars are given below;

Sr. No.

Design

Chainage

(Km)

Category of

Road

Start

of

Road

End of

Road

Proposed

span

arrangement

(m)

Width

(m)

1 675.760 Cart track - - 7x3 45.00

2 676.602 Cart track - - 7x3 45.00

3 678.951 Cart track - - 7x6 57.653

4 680.020 Cart track - - 7x3 45.00

5 685.928 Cart track - - 7x6 65.78

6 691.935 Cart track - - 7x6 57.85

7 695.803 Cart track - - 7x6 64.90

2.9.7. Road over-bridges

Road over bridges (road over rail) shall be provided at the following locations:

Sr. No.

Design

Chainage

(Km)

District

Proposed

Structure

type

Proposed Length (m) Width

(m)

1 695.538 Thane Composite 48.525 2X17.5

Note: Construction of ROB shall be as per design of drawings approval by Railways;

however proposed GAD is enclosed herewith for reference

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 18

2.10. Typical cross-sections of the Project Expressway –

A. Applicable Typical Cross Sections are indicated in the Table below.

Sr. no. Start

Chainage (Km)

End Chainage

(Km)

Length (Km)

TCS no. Remarks

1 664.479 665.086 0.607 TCS 02

2 665.086 666.014 0.928 TCS 03

3 666.014 666.155 0.141 TCS 02

4 666.155 666.365 0.210 TCS 01

5 666.365 666.546 0.181 TCS 02

6 666.546 666.598 0.052 TCS 01

7 666.598 668.928 2.330 TCS 05 Viaduct – 2260m

8 668.928 670.892 1.964 TCS 01 VUP at 670.678

9 670.892 670.927 0.035 TCS 07 Minor Bridge – 35m

10 670.927 671.825 0.898 TCS 01 Box culvert at 671.500

11 671.825 672.543 0.718 TCS 02 VOP at 672.072

12 672.543 674.204 1.661 TCS 01

Box culvert at 672.580, VUP at 673.174, VUP at 673.633

13 674.204 674.264 0.060 TCS 06 Flyover – 60m

14 674.264 677.510 3.246 TCS 01

Box culvert at 674.445, PUP at 675.760, Box culvert at 676.345, PUP at 676.602, Box culvert at 677.020

15 677.510 677.755 0.245 TCS 05 Viaduct – 245m

16 677.755 677.818 0.063 TCS 01

17 677.818 678.878 1.060 TCS 02

18 678.878 679.220 0.342 TCS 01 PUP at 678.951

19 679.220 679.400 0.180 TCS 02

20 679.400 680.350 0.950 TCS 01 PUP at 680.020

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 19

Sr. no. Start

Chainage (Km)

End Chainage

(Km)

Length (Km)

TCS no. Remarks

21 680.350 680.945 0.595 TCS 05 Viaduct – 595m

22 680.945 681.005 0.060 TCS 01

23 681.005 681.188 0.183 TCS 02

24 681.188 681.270 0.082 TCS 01

25 681.270 681.607 0.337 TCS 01

26 681.607 681.623 0.016 TCS 02 Box culvert a 681.620

27 681.623 681.983 0.360 TCS 02 VOP at 681.772


29 682.644 683.162 0.518 TCS 02 VOP at 682.761

30 683.162 683.232 0.070 TCS 01

31 683.232 683.263 0.031 TCS 02

32 683.263 683.755 0.492 TCS 01 VUP at 683.680

33 683.755 684.108 0.353 TCS 02


35 684.347 684.578 0.231 TCS 02

36 684.578 685.738 1.160 TCS 01

Box culvert at 684.880, Box culvert at 685.280

37 685.738 685.807 0.069 TCS 02

38 685.807 686.470 0.663 TCS 01

PUP at 685.928, Box culvert 686.300

39 686.470 686.652 0.182 TCS 02

40 686.652 687.115 0.463 TCS 03

41 687.115 687.596 0.481 TCS 02


43 688.635 689.560 0.925 TCS 02 VOP at 689.388


45 689.735 691.150 1.415 TCS 02

VOP at 690.123, VOP at 690.375, VOP at

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 20

Sr. no. Start

Chainage (Km)

End Chainage

(Km)

Length (Km)

TCS no. Remarks

690.580, VOP at 690.866

46 691.150 692.660 1.510 TCS 01

Box culvert at 691.368, Box culvert 691.800, PUP at 691.935, Box culvert at 691.988, Box culvert at 692.333, Box culvert at 692.628

47 692.660 693.115 0.455 TCS 02 VOP at 692.673

48 693.115 693.125 0.010 TCS 01

49 693.125 693.190 0.065 TCS 02


51 693.845 693.933 0.088 TCS 02

52 693.933 693.950 0.017 TCS 01

53 693.950 694.028 0.078 TCS 01

54 694.028 694.227 0.199 TCS 02

55 694.227 694.390 0.163 TCS 01

56 694.390 694.617 0.227 TCS 02

57 694.617 694.742 0.125 TCS 01

58 694.742 694.790 0.048 TCS 02


60 695.520 695.567 0.047 TCS 08 ROB

61 695.567 696+700 2.087 TCS 01

PUP at 695.803, Box culvert at 696.082, VUP at 696.421,

62 696.700 697.420 0.720 TCS 09 Toll Plaza at 696.980, VUP at 696.827

63 697.420 698.820 1.400 TCS 05 Viaduct – 1400m

64 698.820 698.840 0.020 TCS 01

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 21

Sr. no. Start

Chainage (Km)

End Chainage

(Km)

Length (Km)

TCS no. Remarks

65 698.840 699.011 0.171 TCS 02 VOP at 698.931

66 699.011 699.140 0.129 TCS 01

67 699.140 699.560 0.420 TCS 02

68 699.560 700.080 0.520 TCS 01

69 700.080 700.255 0.175 TCS 05 Viaduct – 175m

70 700.255 701.000 0.745 TCS 01

B. Interchanges

Sr.

no.

Locati

on

Interc

hang

e

Ramps

From

(Km) To

(Km)

Lengt

h (m)

TCS Remar

ks

1 Kusgao

n

Elong

ated

Round

About

SH-44 0+000 2+900 2900 TCS 21

Detaile

d

layouts

of

interch

anges

are

given in

Append

ix B-I

Ramp 1 0+000 1+266 1266 TCS 12

Ramp 2 0+000 1+141 1141 TCS 12

Ramp 3 0+000 1+585 1585 TCS 12

Ramp 4 0+000 1+348 1348 TCS 12

Ramp 5 0+000 0+784 784 TCS 12

Ramp 6 0+000 0+651 651 TCS 12

Ramp 7 0+000 0+972 972 TCS 12

Ramp 8 0+000 1+005 1005 TCS 12

Ramp 9 0+000 0+997 997 TCS 12

Ramp 10 0+000 1+082 1082 TCS 12

Ramp 11 0+000 0+480 480 TCS 12

Ramp 12 0+000 0+512 512 TCS 12

SH-79 0+000 1+320 1320 TCS 21

Round

About 0+000 1+049 1049 TCS 19

2 Hiv-Ras Round

about

Ramp 1 0+000 0+744 744 TCS 12

Ramp 2

0+000 0+360 360 TCS 12

0+360 0+906 546 TCS 21

Ramp3

0+000 0+380 380 TCS 12

0+380 0+743 363 TCS 21

Round

About 0+000 0+399 399 TCS 19

3 Amne Directi

onal

Ramp1 0+000 1+232 1232

TCS 12 Ramp2 0+000 1+812 1812

Ramp3 0+000 1+241 1241

Ramp4 0+000 2+672 2672

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 22

3. Intersections and Grade Separators

All intersections and grade separators shall be as per Section 3 of the Manual. Existing

intersections which are deficient shall be improved to the prescribed standards.

Properly designed intersections shall be provided at the locations and of types and

features given in the tables below:

A. At-grade intersections

Major Intersections:

Sr. No. Chainage (km) Location Type of Junction

NIL

Minor Intersections:

Sr. No. Chainage (km) Location Existing Cross-road type

NIL

B. Grade separated intersection with / without ramps

The grade separated structures shall be constructed as specified in paragraph

2.9 of Annex-I of Schedule B.

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 23

4. Road embankment and cut section

Construction of new road embankment / cuttings shall conform to the standards and

specifications given in Section 4 of the Manual and the specified cross sectional details.

5. Pavement Design

Pavement design shall be carried out in accordance with section – 5 of the Manual.

5.1. Type of pavement

Rigid pavement shall be provided on entire project length except on service/

Connecting roads/ slip roads/ access roads where flexible pavement is to be provided.

5.2. Design requirements

Design requirement for the rigid pavement shall be in accordance with the Manual

subject to a minimum crust thickness of rigid pavement as given below:

Sr. No. Chainage (km) Thickness (mm)

1 Pavement Quality Concrete (PQC) 300

2 Dry Lean Concrete (DLC) 150

3 Granular Sub Base (GSB) 200

5.2.1. Design Period and strategy

Rigid pavement for new pavement shall be designed for a minimum design period of 30

years.

5.2.2. Design Traffic

Notwithstanding anything to the contrary contained in this Agreement or the Manual,

the Contractor shall design the pavement of main carriageway for minimum Design as

per the Manual. Pavement design of connecting / service road shall be done for

minimum design traffic of 10 MSA.

5.3. Reconstruction of Sections

Nil

6. Roadside drainage

Drainage system including surface and subsurface drains for the Project Expressway

shall be provided as per section 9 of the Manual.

Sr. No. Side Chainage Length

(m) Type

LHS RHS Start (Km) End (Km)

1

RHS 666050 666719 669 LINED

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 24


(m) Type


2 LHS

666050 666680 630 LINED

3

RHS 668954 670919 1965 LINED

4 LHS

668954 670869 1915 LINED

5 RHS

670474 671059 585 EARTHEN

6

670940 671518 578 LINED

7 LHS

671540 672580 1040 EARTHEN

8

RHS 671540 672570 1030 EARTHEN

9 LHS

672590 674202 1612 EARTHEN

10 LHS

672590 674189 1599 EARTHEN

11

674280 674447 167 LINED

12

LHS

674300 674453 153 LINED

13

674450 676359 1909 EARTHEN

14

674470 676361 1891 LINED

15

676380 677052 672 EARTHEN

16

676390 677047 657 LINED

17 LHS

677050 677521 471 LINED

18 LHS LHS

677060 677521 461 LINED

19

677550 680376 2826 EARTHEN

20

677550 677830 280 LINED

21

LHS

677830 680402 2572 LINED

22

678900 680413 1513 EARTHEN

23

678920 680375 1455 LINED

24

680930 681619 689 EARTHEN

25 LHS

680940 681626 686 LINED

26 LHS

680940 681640 700 LINED

27 LHS

680950 681630 680 LINED

28 LHS

681030 681612 582 LINED

29 LHS

681260 681597 337 EARTHEN

30 LHS

681630 682020 390 EARTHEN

31 LHS

681630 682320 690 EARTHEN

32 LHS

681640 682050 410 EARTHEN

33 LHS

681640 682032 392 EARTHEN

34 LHS

682020 682302 282 EARTHEN

35

RHS 682050 682311 261 LINED

36

RHS

682320 682690 370 EARTHEN

37 682320 682900 580 LINED

38

RHS

682320 684273 1953 LINED

39 682340 684247 1907 EARTHEN

40 682690 683170 480 LINED

41 682700 683251 551 EARTHEN

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 25


(m) Type


42 682750 683220 470 LINED

43

RHS 682900 683186 286 LINED

44

RHS 683170 683770 600 LINED

45

RHS 683186 683790 604 LINED

46

RHS 683770 683940 170 LINED

47

RHS 683780 684259 479 LINED

48

RHS 683790 683934 144 EARTHEN

49

RHS 683790 684050 260 EARTHEN

50

RHS 683940 684262 322 EARTHEN

51

RHS 684050 684266 216 EARTHEN

52

RHS 684250 684892 642 EARTHEN

53

RHS 684250 684513 263 EARTHEN

54

RHS 684270 685285 1015 EARTHEN

55

RHS 684270 684875 605 EARTHEN

56

RHS 684290 684883 593 EARTHEN

57 LHS

684880 685014 134 LINED

58 LHS

684890 684960 70 EARTHEN

59 LHS

684910 685270 360 EARTHEN

60

RHS 684920 685295 375 LINED

61

RHS 684960 685120 160 EARTHEN

62

RHS 685120 685278 158 EARTHEN

63 LHS

685280 686278 998 EARTHEN

64

RHS 685300 685342 42 EARTHEN

65

RHS 685300 686291 991 EARTHEN

66 LHS

685310 686342 1032 EARTHEN

67 LHS

685342 685448 106 EARTHEN

68

685448 685600 152 LINED

69 LHS

685600 685856 256 LINED

70

685640 686279 639 EARTHEN

71 LHS

685700 686325 625 LINED

72 RHS

687440 688330 890 EARTHEN

73

687440 687990 550 LINED

74 RHS

687440 687962 522 LINED

75

687962 688315 353 EARTHEN

76

RHS 687990 688330 340 EARTHEN

77 LHS

688340 689450 1110 LINED

78

LHS

688350 688620 270 EARTHEN

79

688600 689680 1080 LINED

80

688620 689714 1094 EARTHEN

81

RHS 688640 689716 1076 EARTHEN

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 26


(m) Type


82

689450 689681 231 LINED

83 LHS

689705 689920 215 LINED

84

RHS 689710 691411 1701 LINED

85 LHS

689920 691816 1896 LINED

86

RHS 691390 691460 70 LINED

87 LHS

691460 691630 170 LINED

88

RHS 691630 691808 178 LINED

89 LHS

691830 692341 511 LINED

90

RHS 691830 692334 504 LINED

91 LHS

692340 692634 294 LINED

92

RHS 692350 692627 277 LINED

93 LHS

692640 693554 914 LINED

94

RHS 692650 693588 938 LINED

95 LHS

693580 694393 813 LINED

96

RHS 693580 694380 800 LINED

97 LHS

694580 695131 551

98

RHS 694610 695134 524

99 RHS

695150 695552 402 LINED

100

695150 695534 384 EARTHEN

101

RHS 695610 696110 500 EARTHEN

102

RHS 695610 696093 483 EARTHEN

103

RHS 696090 696689 599 EARTHEN

104 LHS

696110 696695 585 EARTHEN

105 RHS

698020 699562 1542 EARTHEN

106

698030 700010 1980 LINED

107

RHS 698040 699031 991 LINED

108

RHS 698090 700117 2027 LINED

109

RHS 698850 699566 716 EARTHEN

110

RHS 698870 699029 159 EARTHEN

111

RHS 700130 700982 852 EARTHEN

112

RHS 700130 700993 863 EARTHEN

113

RHS 700150 700992 842 EARTHEN

7. Design of Structures

7.1. General

7.1.1. All bridges, culverts and structures shall be designed and constructed in accordance

with section 6 of the Manual and shall conform to the cross-sectional features and

other details specified therein.

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 27

7.2. Culverts

7.2.1. Overall width of all culverts shall be provided as specified in Paragraph 2.10 of

Annexure-I of Schedule B and clause 6.3 of the Manual.

7.2.2. Reconstruction of existing culverts: Nil

7.2.3. Widening of existing culverts: Nil

7.2.4. New culverts shall be constructed as per particulars given in the table below:

Sr. No.

Design

Chainage

(Km)

Proposed

Structure type

Proposed span

arrangement

(Span Length x

Clearance ht.)

Width

(m)

1 676.345 Box Culvert 3x3 57.513

2 677.020 Box Culvert 3x3 57.947

3 681.620 Box Culvert 3x3 46.00

4 682.300 Box Culvert 3x3 46.00

5 684.235 Box Culvert 3x3 55.424

6 684.880 Box Culvert 3x3 58.335

7 685.280 Box Culvert 3x3 71.99

8 686.300 Box Culvert 3x3 69.711

9 688.300 Box Culvert 3x3 75.871

10 689.680 Box Culvert 3x3 46.00

11 691.368 Box Culvert 3x3 60.225

12 691.800 Box Culvert 3x3 54.957

13 691.988 Box Culvert 3x3 74.610

14 692.333 Box Culvert 3x3 105.769

15 692.628 Box Culvert 3x3 50.903

16 693.563 Box Culvert 3x3 99.914

17 695.115 Box Culvert 3x3 53.477

18 696.082 Box Culvert 3x3 117.42

7.2.5. New Box /Pipe Culverts shall be constructed on Service Road / Cart Track are given

below

Sr. No.

Design Chainage(k

m)

Proposed Structure type

Total length of pipe culvert(m)

Remarks

1 671.500 1.2 m φ Pipe culvert

12.125 Pipe culvert below RHS & LHS service road

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 28

Sr. No.

Design Chainage(k

m)



Remarks

2 672.580 Box Culvert -- Refer drawing MSRDC-MPC-P-5-D-BC-GA-0011

3 674.445 Box Culvert -- Refer drawing MSRDC-MPC-P-5-D-BC-GA-0012













10 685.280 Box Culvert Refer drawing MSRDC-MPC-P-5-D-BC-GA-0012











MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 29

Sr. No.

Design Chainage(k

m)



Remarks



Cross culverts shall be provided in continuation with Main C/W cross culverts as per Appendix B-I

7.2.6. Repairs/replacements of railing/parapets, flooring and protection works of the existing

culverts shall be undertaken as follows: Nil

7.2.7. Flood protection works shall be as specified in the relevant IRC Codes and

Specifications

7.3. Bridges

7.3.1. Existing bridges to be re-constructed/widened: Nil

7.3.2. New bridges

New bridges at the following locations on the Project Expressway shall be constructed.

GADs for the new bridges are attached in the drawings folder.

A. New Major Bridges on Main Carriageway:

Sr. No. Design

Chainage Proposed Length (m)

Width (m)

NIL

B. New Major Bridges on Service Road:

New major bridges shall be constructed on service road as per particulars given in the

table below:

Sr. No. Design Chainage Proposed Length (m) Width

(m)

Nil

C. New Minor Bridges on Main Carriageway:

New minor bridges shall be constructed as per particulars given in the table below:

Sr. No. Design


Width (m)

D. New Minor Bridges on Service Road:

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 30

New minor bridges shall be constructed on service road as per particulars given in the

table below:

Sr. No. Design


Width (m)

NIL

7.3.3. The railings of existing bridges shall be replaced by crash barriers at the following

locations: Nil

7.3.4. Repairs/replacements of railing/parapets of the existing bridges shall be undertaken as

follows: Nil

7.3.5. Drainage system for bridge decks

An effective drainage system for bridge decks shall be provided as specified in Section 6

of the Manual.

7.3.6. Structures in marine environment: Nil

7.4. Rail-road bridges

Design, construction and detailing of ROB/RUB shall be as specified in Section 6 of the

Manual.

7.4.1. Road over-bridges

Road over bridges (road over rail) shall be provided at the following locations:

Sr. No. Design

Chainage District


Proposed Length (m)

Width (m)

1 695.538 Thane ROB 1x48.525 2X17.5

Note: Construction of ROB shall be as per design of drawings approval by Railways,

however, proposed GAD is enclosed herewith for reference.

7.4.2. Road under bridges: Nil

7.5. Grade separated structures

The grade separated structures shall be provided at the locations and of the type and

length specified in paragraphs 2.9 and 3 of this Annex-I

7.6. Repair and Strengthening of Bridges and Structures: NIL

7.7. List of Major Bridges and Structures

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 31

Sr. No. Location

Nil

8. Retaining wall

The retaining wall shall be provided at following locations;

Sr.

No.

Start

Chainage(Km)

End

Chainage

(Km)

Total

Length (m)

Remarks

1 674.340 674.897 454.684 LHS - Drawing No. MSRDC-

MPC- P5- D- GN- RW- 0001

2 674.392 674.898 408.362 RHS - Drawing No. MSRDC-

MPC- P5- D- GN- RW- 0001

3 685.850 685.998 149.950 LHS - Drawing No. MSRDC-

MPC- P5- D- GN- RW- 0001

4 685.850 685.919 66.240 RHS - Drawing No. MSRDC-

MPC- P5- D- GN- RW- 0001

5 691.950 692.070 120.000

Both Sides - Drawing No.

MSRDC-MPC- P5- D- GN-

RW- 0001

6 692.235 692.415 180.000

Both Sides - Drawing No.


RW- 0001

7 670880.2 670885.8 6.0

Both Sides -Drawing No.

MSRDC-MPC- P5- D- MN-

GA- 0003

8 670934.3 670940.1 6.0


MSRDC-MPC- P5- D- MN-

GA- 0003

9 666575.7 666589 13.0



GA- 0079

10 668936.9 668940.6 4.0 Both Sides -Drawing No.

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 32

Sr.

No.

Start

Chainage(Km)

End

Chainage

(Km)

Total

Length (m)

Remarks


GA- 0079

11 677488.8 677501.1 12.0



GA- 0069

12 677764 677776.7 13.0



GA- 0069

13 680328.1 680341.1 13.0



GA- 0068

14 680954 680967.1 13.0



GA- 0068

15 697398.5 697411 13.0



GA- 0076

16 700058.5 700071.1 13.0



GA- 0075

17 700264 700276.2 12.0



GA- 0075

18 695500.4 695511.7 11.0 Both Sides - MSRDC-MPC-

P5-D-RB-GA-0001

19 695575.3 695585.5 10.0 Both Sides - MSRDC-MPC-

P5-D-RB-GA-0001

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 33

9. Traffic control devices and road safety works

Traffic control devices and road safety works shall be provided in accordance with

Section 10 of the Manual.

Necessary Berms and soil stabilization, rock bolting etc shall be provided wherever

necessary and as per the manual.

9.1. Specifications of the reflecting sheeting

As specified in Paragraph 10.2.5 of the Manual.

9.2. Crash barriers detail is provided in the table below:

Sr. No.

Design Chainage in Km Length Side

Start End

1 666.100 666.140 40 LEFT

2 668.970 671.290 2320 LEFT

3 672.560 672.850 290 LEFT

4 673.020 675.010 1990 LEFT

5 675.050 675.360 310 LEFT

6 675.760 676.140 380 LEFT

7 676.180 677.810 1630 LEFT

8 678.870 678.960 90 LEFT

9 678.980 679.040 60 LEFT

10 679.520 679.560 40 LEFT

11 679.720 681.000 1280 LEFT

12 683.390 683.720 330 LEFT

13 684.240 684.300 60 LEFT

14 684.820 685.640 820 LEFT

15 685.820 686.290 470 LEFT

16 691.180 691.460 280 LEFT

17 691.620 692.500 880 LEFT

18 692.570 692.640 70 LEFT

19 693.240 693.810 570 LEFT

20 699.070 699.110 40 LEFT

21 671.500 671.530 30 RIGHT

22 672.550 675.260 2710 RIGHT

23 675.350 675.380 30 RIGHT

24 675.630 675.800 170 RIGHT

25 675.900 676.540 640 RIGHT

26 676.720 676.800 80 RIGHT

27 676.890 677.810 920 RIGHT

28 678.890 679.200 310 RIGHT

29 679.510 679.580 70 RIGHT

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 34

Sr. No.

Design Chainage in Km Length Side

Start End

30 679.730 679.800 70 RIGHT

31 679.930 680.970 1040 RIGHT

32 681.090 681.140 50 RIGHT

33 681.170 681.250 80 RIGHT

34 683.320 683.630 310 RIGHT

35 684.140 684.186 46 RIGHT

36 684.660 684.730 70 RIGHT

37 684.780 684.880 100 RIGHT

38 684.990 685.740 750 RIGHT

39 691.210 691.450 240 RIGHT

40 691.720 692.090 370 RIGHT

41 692.150 692.450 300 RIGHT

42 692.560 692.630 70 RIGHT

43 693.086 693.130 43 RIGHT

44 693.250 693.830 580 RIGHT

45 701.180 701.363 183 RIGHT

Note: Terminals at start and end of the safety barrier shall be provided at each location

in addition to the lengths in the table above. Crash barriers shall be provided in addition

to the list provided in Clause 9.2 above at locations warranted as per the manual.

10. Roadside furniture

Roadside furniture shall be provided in accordance with the provisions of section 10 of

the Manual.

Sr. No.

Project Facility Location Design

Requirements

Other Essential Details

1 Traffic Signs and Pavement Markings

Entire length As per Schedule D

2 Road Boundary Stones Entire length As per Schedule D

3 Kilometer and 200m stones Entire length As per Schedule D

4 Road side Delineators

Horizontal curves As per 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

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 35

Sr. No. Location (Km) Size Side

LXH in m

1 669.500 5.55 X 5.235 LHS

2 670.100 11.25 X 3.8 LHS

3 670.200 7.5 X 3.8 LHS

4 675.200 7.5 X 3.8 RHS

5 675.400 11.25 X 3.8 RHS

6 675.800 5.55 X 5.235 LHS

7 675.900 5.55 X 5.235 RHS

8 676.800 5.55 X 5.236 LHS

9 677.900 5.55 X 5.237 RHS

10 677.300 11.25 X 3.8 LHS

11 677.600 7.5 X 3.8 LHS

12 679.000 7.5 X 3.8 RHS

13 679.200 11.25 X 3.8 RHS

14 679.700 5.55 X 5.235 RHS

15 680.200 5.55 X 5.236 RHS

16 691.800 5.55 X 5.237 LHS

17 692.800 5.55 X 5.237 LHS

18 693.300 11.25 X 3.8 LHS

19 693.800 7.5 X 3.8 LHS

20 695.300 7.5 X 3.9 RHS

21 695.700 11.25 X 3.8 RHS

22 696.200 5.55 X 5.237 RHS

23 696.700 5.55 X 5.237 RHS

24 700.500 5.55 X 4.00 LHS

11. Compulsory Afforestation

Deleted

12. Hazardous locations

Road Side safety barriers shall be provided at all locations of hazards such as high

embankment, road side obstacles, sharp curves, VUP and bridge approaches,

overpasses, ROB and any other locations identified in consultation with Independent

Engineer during the execution of the Project Expressway.

13. Change of Scope

The length of Structures and bridges specified herein above shall be treated as an

approximate assessment. The actual lengths as required on the basis of detailed

investigations shall be determined by the Contractor in accordance with the

Specifications and Standards. Any variations in the lengths specified in this Schedule-B

shall not constitute a Change of Scope, and except any variations in the length arising

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 36

out of a Change of Scope expressly undertaken in accordance with the provisions of

Article 13.

14. Rainwater Harvesting

The construction of rain water harvesting structure is mandatory in and around water

crisis area and structures shall be constructed at 1.0km interval on both side of the

carriageway. Which shall be planned and executed as per the requirement stated by

Ground Water Surveys Development Agency, Government of Maharashtra vide letter

number GSDA/DDN/TECH/2639/2017 dated 14 November 2017.

15. Innovative materials to be used in Trial stretch:

An innovative material to be used in Trial stretches of pavement to be finalized in

consultation with MSRDC and Authority Engineer.

Use of waste plastic in Road Construction

Location of use: Service Road

Material

Plastic confirming to Low Density Polyethylene (LDPE), High Density

Polyethylene (HDPE), PET and Polyurethane shall be used in pavement construction.

Warm Mix Asphalt

Location of use: Service Road

IRC: SP: 101-2014 “Interim Guidelines for Warm Mix Asphalt” shall be used along with

MORT&H specifications for construction.

16. Utilities:

Provisions for crossing utilities across Project Expressway and its locations shall be

finalized as per good industry practice and in consultation with Authority’s Engineer/

Authority.

17. Durability of structures

All structural concrete shall be provided with non-nitrite based migrating corrosion

inhibiting admixtures. The admixtures should protect both cathodic and anodic sides

and only admixtures recommended by MORTH/IRC shall be used. All exposed concrete

surfaces above ground shall be coated with anti-carbonation coating recommended by

MORTH/IRC. All bridge decks shall be provided with water proofing membrane.

MSRDC Schedules


623.379 to Km 636.479 on EPC Mode 37

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)

Sketch – Elevation of Typical Fencing Wall

900

2400

200 - 300

3300 3300

65

100

600

Cross Section of Precast Panel

PANEL

PANEL

PANEL

PANEL

4 Nos. 3 mm Ø MS bars

MSRDC Schedules

Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479 to Km 701.479 on EPC Mode 38

MSRDC Schedules


MSRDC Schedules


664.479 to km 701.479 on EPC Mode 50

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.

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 51

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.

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 52

Annex - I

(Schedule-C)

1 Project Facilities

The Concessionaire shall construct the Project Facilities described in this Annex-I to

form part of the Project. The Project Facilities shall include:

a. Toll Plazas;

b. Roadside Furniture;

c. Street Lighting;

d. Landscaping And Tree Plantation;

e. Service Areas;

f. Emergency Medical Aid Posts;

g. Vehicle Rescue Posts;

h. Highway Patrol Unit

i. Tunnel Facilities

2 Description of Project Facilities

Each of the Project Facilities is briefly described below:

(a) Toll Plazas

The location of Toll Plazas is as under:

Sr. No. Location of Toll Plaza at Km

1

Toll plazas (8 no’s- 1 for each ramp) shall be provided on

interchange 3 at Ramp 1 Ch. 0+675 (TCS -14)Ramp 2 Ch.

0+567(TCS -14) ramp 3 Ch. 0+026 (TCS -14)ramp 4 Ch. 0+850 (TCS

-14)Ramp 7 Ch. 0+480 (TCS -14)Ramp 8 Ch. 0+548 (TCS -14)Ramp

9 Ch. 0+480 (TCS -14)Ramp 10 Ch. 0+510 (TCS -14)Sapgaon as

specified in Schedule B

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 53

2

Toll Plaza (4 No’s- 1 for each ramp) shall be provided on

interchange 4 at Ramp 1 Ch. 0+160 (TCS -24)Ramp 2 Ch.

0+583(TCS -24) Hiv-Ras as specified in Schedule B

3 Toll Plaza at Km Ch. 697.000 (TCS -09)on Main Carriageway of the

Expressway as specified in Schedule B

Toll Plaza shall be provided in accordance with the Manual and Standards as referred in

Schedule-D.

(b) Road side Furniture

Road side furniture shall be provided in accordance with Section 13 of the Manual. The

Concrete / Metal Crash Barriers shall be provided in accordance with the Manual.

The provision of road side furniture shall be finalised as per the Manual and in consultation

with the Authority Engineer.

(i) Traffic Signs and Pavement Markings

Traffic signs and pavement markings shall include roadside signs, overhead signs as

per relevant IRC standard including; curb mounted signs and road markings along

the Project Expressway. The design and marking for the Project Expressway shall be

as per the design standard indicated in Schedule-D and the location for various

treatments shall be finalised in consultation with the Authority Engineer. Adequate

Number of Cat’s eyes reflector and delineators demarcating the edge lines, lane

markings and junctions shall be provided to ensure safety of pedestrians and

traffic.

Traffic signs for the Tunnel locations include Variable Messages Signs inside the

Tunnel, traffic lights above each lane at entry portal end and inside.

(ii) The cat’s eyes or road studs shall be provided to improve the visibility in night-time

and wet-weather conditions. These shall be prismatic retro-reflective type,

conforming to ASTM D4280.

(iii) Concrete Crash Barrier, Metal beam crash barrier, Separators (MS Railing)/Wire

rope barrier as per the Manual

(iv) Boundary fencing for the entire length of the Expressway on both sides (Chain link

fencing)

(v) Traffic Safety Devices, as required

(vi) Boundary Stones

MSRDC Schedules


664.479 to km 701.479 on EPC Mode 54

(vii) Hectometer / Kilometer Stones

(viii) Traffic Blinker Signals (LED) at intersections

(ix) Any other item given in Manual

(c) Street Lighting

Street lighting shall be provided in accordance with the Manual of Specifications and

Standards as referred in Schedule-D but not limited to, the following:

1. Toll Plaza areas

2. Service areas

3. Top and underside of grade separated structures including flyovers as well as

underpasses

4. All service roads

5. Approaches to the Tunnel shall be provided in accordance with Section 12.3 of

the Manual

6. Inside Tunnels as per the Section 14.8 of the Schedule-D

(d) Landscaping and Plantation

Landscaping of the highway shall be provided as per provisions of Manual

(e) Service /Rest Area:

Sr. No. Location (Design Chainage ) Area (Hec) Remark

Nil

Note: In case of any discrepancy in numbers or location of any of the project facilities

mentioned in this Annex-I, the Authority's Engineer shall finalize the number/location of

these facilities as per site requirement.

(f) Emergency Medical Aid Posts

These services shall include setting up medical aid posts by the Concessionaire.

The Concessionaire shall provide ambulance(s) at the Toll Plaza locations manned by at

least two trained and certified paramedics so that the response time is not more than

20 minutes of call. Each ambulance shall be equipped with first aid, life saving medical

services and support system implements for transporting the victims to the nearest

trauma care hospitals, and providing emergency medical aid during transportation of

victims from accident site to the nearest trauma care hospital. It shall also be fitted with

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a GPS based Vehicle Tracking System to monitor its movement on 24 hrs x 7 days of a

week basis.

The vehicle shall be Matador Vani Swaraj Mazda Tempo Traveler or equivalent

of white colour with the provision of two stretchers, fitted with rotating light for easy

recognition, with control center helpline numbers painted prominently on all sides. The

ambulance is required to have the following medicines and equipments and also the

paramedical staff:

A) General Ambulance

Folding Doctor Seat with Belt with adequate height in relation to the stretcher,

Antistatic , water proof ply board vinyl flooring, Channel, Locking system for rolling

stretcher, High intensity blinkers/light barlsiren / beacon, Electronic siren with Public

Addressing System, Internal lighting with three spot light embedded in ceiling, AC/DC

connection and outlet points, Wash basin with Stainless Steel Tank, 58 Trash bin

Cabinet integrated with interiors , Head racks and cupboard, Attendant seat with seat

belt to double as second stretcher for stable patients, Provision for communication

system where the location of ambulance can be located, Provision for fog light on

sides, Cool/Warm boxes, Provision of Fire Extinguishers, Handheld Spotlight, Inverter

with the facility re-charging from 220V AC and Vehicle's alternative, Oxygen delivery

system comprising of Cylinder Trolley, pressure tubing with regulators, Roof mounted

Air-conditioner with appropriate cooling capacity with additional blower for Patient

Cabin, Extrication equipment and Good Suspension to cater for smooth transportation.

B) Basic Life Support System

Automatic loading stretcher, Scoop stretcher, Folding stretcher, Spine board full,

Vacuum splint kit/foldable splints, C-Collars, Oxygen Cylinder with accessories

mounted/with manifold and pressure indicators, Oxygen Cylinder (aluminum portable),

BP Instruments (Wall mounted-Aneroid), Stethoscope, Automatic defibrillator,

Resuscitation bag (ambu bag, laryngoscope, airways and masks of different size

including pediatric). Manual foot operated suction pump. I. V. Fluid and I.V. Sets,

Tourniquet, First Aid Box (Dressing material/ Antiseptic lotion/Analgesic etc.),

Linen/Blanket, Laryngeal mask airway of all sizes.

C) The following paramedical staff are required with proper uniform and name of the

person written on the uniform:

i. Trained Paramedical Staff 1

ii. Nursing staff with knowledge of first aid 1

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iii. Driver for ambulance 1

(g) Vehicle rescue posts

The Concessionaire shall provide a carne of adequate capacity (minimum 30

MT) at each Toll Plaza location (s) with all necessary equipment so that it can reach the

site of the incident within 30 minutes of call and clear the disabled/ accidented vehicles.

If shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement

on 24 hours x 7 days of a week basis.

(h) Highway Patrol Unit(s)

The Concessionaire shall establish and operate Highway Patrol Unit(s) at the Toll

Plaza Locations, which shall continuously patrol the highway in a stretch not exceeding

50 km and shall remain in contact with the Control Room on a real time basis. The

patrol shall render assistance to users in distress and disabled vehicles through own

intervention or by calling for assistance from Control Room, Crane operators or

ambulance as required. The patrol shall promptly clear the road of any obstruction.

Where the obstructions take time to be cleared, the section shall be cordoned off by

placing traffic cones, which shall be illuminated during night. The patrol vehicle shall be

large enough for seating atleast four personnel besides the driver and space to carry

essential traffic and incidence management and safety tools. It shall also have a light on

its top and a siren on board. It shall also be filled with a GPS based Vehicle Tracking

System to monitor its movement on 24 hrs x 7 days of a week basis.

Each Patrol Vehicle should carry the following

equipment:

a) Fire extinguisher (1 no.)

b) Gas culler with protective glass (2 nos.)

c) Liquid container (2 nos.), Water container with fresh water (1 no.) and Funnel.

d) Rubber Gloves, Leather Gloves (1 pair each)

e) Brooms one hard bristle, other soft (2 nos.)

f) Gum boot (4 pairs), Rain coat (4 pairs), Blanket (1 no.)

g) Torch light (4 no.), Spare Batterie, Flashing light (1 nos.)

h) Hydraulic jack, towing chain, Animal hook, rope.

i) Tool set (with standard set of spanners, pliers, hammers etc.), shovels.

j) Digital Camera, measuring tape.

k) Paper pad, Forms, pens/pencils, folders.

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l) First Aid kit, Rain Coat, water proof sheets, stretchers (2 nos.)

m) List of Hospitals in the area.

Each vehicle should also carry the following Traffic Management Equipment,

(used/worn out items shall be replaced forthwith with new ones)

a) Sign boards- "Accident ahead"- 3 nos., "Lane merging"- 3 nos., "Direction Arrows"-

3 nos., "Speed Limit" (80/60/40)- 3 nos., "Keep left/right"- 2 nos. (all signs 1200

mm size and of retro-reflective type (micro prismatic cube comer).

b) Sign Stand set (one for triangular and other for circular sign)-6 sets.

c) Flags, whistle, reflective hand signal.

d) Traffic cones 500 mm size with solar bulb mounted on top 20 nos.

e) Barricades-4 nos. reflective type (100 m), tape , stands, flags of 600 mm by 600

mm made of good red cloth secured to a staff at 1 m length, paddles all east 600

mm wide and provided with rigid handle with markings SLOW , STOP.

f) Reflective jackets - 12 nos .

As a minimum, each patrol vehicle should carry sufficient communication equipment

to render its staff capable of direct communication with the Control Room.

Manpower:

The team which is to be deployed with each patrol vehicle, needs adequate training

for their tasks, especially in first aid, vehicle maintenance and minor repairs. The

Concessionaire must employ sufficient manpower to work in shifts for each patrol

vehicle. Typical staffing shall be: ·

a) Route Patrol ln charge

b) Route Patrol Assistant

c) Driver, with knowledge of vehicle repairs

(i) Tunnel facilities

The Contractor is required to design, install, operate and maintain Tunnel

Facilities as part of project facilities which are in addition to the Highway Traffic

management System specified elsewhere in the Manual.

The components to be deployed shall inter alia include:

(A) Video Surveillance System (CCTV PTZ Dome/ Fixed Camera)

(B) Video Incidence Detection System

(C) Emergency Roadside Telephones

(D) Variable Messages Signs

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(E) Meteorological Sensors inside and outside of the Tunnel

(F) Tunnel Operation and Maintenance Centers on each end of Tunnels (Total 2

Numbers) equipped with Integrated Supervisory Control and Data Acquisition

(SCADA) Control System with Anti-Hacking provisions and conforming to the

section 14 of the Manual and Schedule -D.

(G) Communication System

(H) Leaky Feeder Cable for mobile signals

(I) Fire Fighting System

(J) Tunnel Ventilation

(K) Over Head Maintenance passage with access arrangement from footpath at

every 100m

(L) Power supplies from 2 alternative sources including substation supported

with back up to facilitate 24x7 operation and maintenance of Tunnel and

control center. Back up shall be provided by Uninterrupted Power Supply

(UPS) and Diesel Generators of adequate capacity with storage of Fuel (80%

of peak load for two hours) shall be provided at each Tunnel operation and

control center.

(M) Linear Heat Detection

3. Utilities

Provision of accommodating utilities has been made over as well as underground

within utility corridor on either side of the Project Highway.

4. Rainwater Harvesting

As per Ministry of Environment and Forests Notification, New Delhi dated 14.01.1997

(as amended on 13.01.1998, 05.01.1999 & 6.11.2000), the construction of Rain water,

harvesting structure is mandatory in and around Water Crisis area, notified by the

Central Ground Water Board.

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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.

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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:

S. No.

Clause

referred in

Manual

Detail of Item

Modified Provision

1 2.2.1 Design Speed

Design speed adopted for entire project is 150kmph

2 2.3.3

No service roads shall be provided within the ROW of the Expressway

Service roads shall be provided as per Plan and Profile throughout the Expressway

2 2.9.3 Desirable Speed 120 Kmph 150 Kmph

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and minimum Radii

Absolute Minimum Radius

670 m 1050 m

Desirable Minimum radius

1000 m 1500 m

3 2.9.3 Sight distances

Speed 120 Kmph 150 Kmph

Safe Stopping sight distance

250 m 360 m

desirable minimum sight distance

500 m 720 m

4

5.7.5

IRC

SP

23

Minimum K value for vertical curve for SSD

100 Kmph 120 Kmph 150 Kmph

73.6 137 295

5 10.10 Fencing As shown in Schedule B (RC Panel with Barbed

wire)

In addition to clause 1.4 of Manual following provision shall be followed:

List of other Acceptable Codes, Standards, Guidelines and Technical Specifications.

i) Road Traffic and Work Zone Safety Manual published NHAI

ii) Quality Assurance Manual published NHAI

iii) Draft Green Highway Project issued by MoRTH

2.3 Modified highway geometric desıgn parameters -

The Manual provides the required guidelines for expressways of design speed 120kmph

in plain and 100 kmph in rolling terrain. However, the design speed of Nagpur-Mumbai

Super Communication Expressway is expected to be 150kmph. ıt would require certain

deviations from the Manual specified design parameters to accommodate the higher

design speed. These deviations are discussed as follows:

The Manual Clause 2.2 Design Speed:

The Expressway should be designed for 150 kmph in plain and rolling terrain. However,

for hilly/mountainous terrain, lower design speed consistent with the topography may

be considered with prior approval. Adequate signage and other traffic engineering

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measures should be adopted at the transition sections to make road users aware of the

change.

IRC: SP: 99-2013 Clause 2. 5. 3 Edge Strip:

There is no deviation in the width and construction specification of the edge strip.

However, additional 1.0 m to 1.25 m stabilized granular shoulder may be considered on

the median side for safe stoppage of vehicles travelling in the right most lane during

emergency.

The Manual Clause 2.5.4 Median Transition

In addition to the details provided in the Manual, sections with different median widths

should have harmonious transition. A parabolic transition is preferred over the linear

transition. The transition rate of 1 in 75 may be adopted for the purpose. It may be

developed using the equations given below:

Where,

T is total desired transition in width of median (m),

R is transition rate (i. e., 1 in 75),

x is the interval along length of road (say, every 5 m) and varies from 0 to T/R (m).

Tx is the transition at x m interval.

The Manual Clause 2. 9. 2: Horizontal Alignment

In addition to the details provided in the Manual, following particulars may be adopted:

Short straight sections (typically less than 400m) between two curve sections in the

same direction shall be avoided. It would help to mitigate the effect of broken back

curve configuration.

Maximum length of straight or tangent section is recommended to be 2500 m. It

would help to break monotony in driving.

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Alignments with larger transition and circular curves flanked by longer straight or

tangent section on either side of the curve section should be preferred while

developing the alignment.

The Manual Clause 2, 9. 2. 3: Radii of horizontal curves

For design speed of 150 kmph, the desirable minimum radius shall be 2000 m, and

absolute minimum radius in unavoidable circumstances shall be 1050 m, The

minimum radius shall be measured for the centre of innermost lane of the

carriageway.

Further, horizontal curves should not be too short,

The Manual Clause 2.9,2.4: Transition curves

For design speed of 150 kmph, the minimum transition curve length should be 180

m.

The transition curve shall be equally distributed between tangent and curved

section.

The Manual Clause 2.9.3.1: Safe stopping sight distance

The table below (Table 1) provides the safe stopping sight distance and desirable

minimum sight distance (i.e., Intermediate sight distance) for various downward

gradients. Sight distances for 0% gradient maybe adopted for upward gradients.

Table 1: Safe stopping sight distance and desirable minimum sight distance

Gradient 0% -0.5% -1.0% -1.5% -2.0%

Safe Stopping Sight Distance (m 360 362 365 370 375

Desirable Minimum Sight Distance

(m)

(Intermediate sight distance)

720 725 730 740 750

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:

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At exits and merging sections, including exits to roadway facilities;

Sections with change in speed limit,

Sections with frequent vertical and horizontal curves.

The drivers of fast moving vehicles are required to make decisions while overtaking the

slow moving vehicles. Hence, if considerable number of slow moving vehicles (slower by

20kmph or more) are anticipated, it is advisable to adopt decision sight distance instead

of stopping sight distance for designing the geometric features of the expressway.

Appropriate advisory traffic signs such as "Look out for slow-moving vehicles" and other

appropriate traffic engineering measures may be considered wherever the decision

sight distance is not available. The decision sight distances may be separately calculated

for urban, suburban and rural sections through which the expressway is expected to

pass. For a design speed of 150 kmph, the minimum decision sight distance of 470 m

maybe recommended for rural areas, 540 m for suburban areas and 610 m for urban

areas.

The Manual Clause 2. 9. 4. 1 Vertical Alignment

In addition to the details provided in the Manual, following particulars may be adopted.

If the vertical gradient exceeds 3%, appropriate limits on the maximum length of

longitudinal section may be considered after field studies. It would depend on the

maximum desired speed drop of heavy vehicles and the adopted gradient.

Separate climbing lanes may be considered for longer stretches of roadway with

steeper gradients. In these sections, it is expected that heavier vehicles would

considerably slow down. The length of the stretch and its gradient may be

ascertained from field studies.

Minimum longitudinal gradient on bridges and tunnels may be considered for

drainage.

It is advisable to provide emergency escape ramps on hilly terrain where the

alignment has longer sections with steep downward gradient. Such ramps

maybe placed preferably before any sharp horizontal curve.

The Manual Clause 2.9.4.2: Gradients

There is no deviation in the minimum, ruling and limiting gradients for design speed of

150 kmph. However, the minimum longitudinal gradient shall be ascertained at sections

where consecutive horizontal curves in opposite direction are expected with zero

crossfall in-between. Further, vertical curve is not required for minimum grade change

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of 0. 5%. However, when provided, vertical curves with minimum length of 130 m

should be considered.

The Manual Clause 2.9.5: Coordination of Horizontal and Vertical Alignment

In addition to the details provided in the Manual, following particulars may be adopted:

Avoid short sags between two straights or short straights between sags.

Tangent length in horizontal and vertical alignments shall be equal.

Avoid flat, straight-board effect (especially on bridges)

Disjointed effect (bottom of a horizontal curve hidden due to preceding sag-

curve) should be avoided.

The Manual Cause 3. 3. 8: Acceleration/Deceleration Lanes

The acceleration lane length depends on vehicle speed at the entry point of the ramp,

prevailing vehicle speed in the adjacent lane of the expressway and acceleration rate.

Whereas, the deceleration lane length depends on the vehicle speed at the time of

entering the ramp, minimum vehicle speed at the end of the ramp and deceleration

rate. The acceleration and deceleration rate varies with vehicle speed and depends on

its engine characteristics. Considering the acceleration/deceleration and speed

characteristics of vehicles adopted in USA, the estimated acceleration and deceleration

lane length are as follows:

Table 2 Minimum acceleration and deceleration lengths for grades of 2 percent or less

speed on entry/exit curve of ramp

(kmph)

60 80 100 120

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

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Prevailing vehicle speed in

left most lane (kmph)

Acceleration Length L (m)

Speed on entry curve (km/h)

60 80

80 305 -

100 620 470

Tunnel:

Tunnel facilities provisions shall be as per category applicable as per Table 7.1 of the

Manual.

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SCHEDULE – E (See Clauses 2.1 and 14.2)

MAINTENANCE REQUIREMENTS

1. Maintenance Requirements

1.1. The Contractor shall at all times maintain the Project Expressway in accordance

with the provisions of this Agreement, Applicable Laws, and Applicable Permits.

1.2. The Contractor shall repair or rectify any defect or deficiency set forth in Paragraph 2 of

Schedule - E within the time limit specified therein and any failure in this behalf shall

constitute non-fulfillment of the Maintenance obligations by the Contractor. Upon

occurrence of any breach hereunder, the authority shall be entitled to effect reduction

in monthly lump sum payment as set forth in Clause 14.6 of this Agreement, without

prejudice to the rights of the Authority under this Agreement, including termination

thereof.

1.3. All materials, works, and construction operations shall conform to the MORT&H

Specifications for Road and Bridge Works, and the relevant IRC publications. Where the

specifications for a work are not given, Good Industry Practice shall be adopted.

2. Repair/Rectification of Defects and Deficiencies

The obligations of the Contractor in respect of Maintenance Requirements shall include

repair and rectification of the defects and deficiencies specified in Annex-I of this Schedule-

E within the time limit set forth therein.

3. Other Defects and Deficiencies

In respect of any defect or deficiency not specified in Annex-I of this Schedule-E, the

Authority’s Engineer may, in conformity with Good Industry Practice, specify the

permissible limit of deviation or deterioration with reference to the Specifications and

Standards, and any deviation or deterioration beyond the permissible limit shall be

repaired or rectified by the Contractor within the time limit specified by the Authority’s

Engineer.

4. Extension of Time Limit

Notwithstanding anything to the contrary specified in this Schedule-E, if the nature and

extent of any defect or deficiency justifies more time for its repair or rectification than the

time specified herein, the Contractor shall be entitled to additional time in conformity with

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Good Industry Practice.Such additional time shall be determined by the Authority’s

Engineer and conveyed to the Contractor and the Authority with reasons thereof.

5. Emergency Repairs/Restoration

Notwithstanding anything to the contrary contained in this Schedule-E, if any Defect,

deficiency or deterioration in the Project Expressway poses a hazard to safety or risk of

damage to property, the Contractor shall promptly take all reasonable measures for

eliminating or minimizing such danger.

6. Daily Inspection by the Contractor

The Contractor shall, through its engineer, undertake a daily visual inspection of the Project

Expressway and maintain a record thereof in a register to be kept in such form and manner

as the Authority’s Engineer may specify. Such record shall be kept in safe custody of the

Contractor and shall be open to inspection by the Authority and the Authority’s Engineer at

any time during office hours.

7. Pre-monsoon / Post-monsoon Inspection

The Contractor shall carry out a detailed pre-monsoon inspection of the Expressway, and its

drainage system before 1st June every year in accordance with the guidelines contained in

IRC: SP: 35. Report of this inspection together with details of proposed maintenance works

as required on the basis of this inspection shall be sent to the Authority’s Engineer before

the 10th June every year. The Contractor shall complete the required repairs before the

onset of the monsoon and send to the Authority’s Engineer a compliance report. Post

monsoon inspection shall be done by the 30th September and the inspection report

together with details of any damages observed and proposed action to remedy the same

shall be sent to the Authority’s Engineer.

8. Repairs on Account of Natural Calamities

All damages occurring to the Project Expressway on account of a Force Majeure Event of

default or neglect of the Authority shall be undertaken by the Authority at its own cost. The

Authority may instruct the Contractor to undertake the repairs at the rates agreed between

the Parties.

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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

(i) Breach or blockade

Temporary restoration of traffic

within 24 hours; permanent

restoration within 15 (fifteen) days

(ii)

Roughness value exceeding 2000mm in

a stretch of 1km (asmeasured by a laser

profilometer)

120 (one hundred and twenty) days

(iii) Pot holes 24 hours

(iv) Any cracks in road surface 15 (fifteen) days

(v) Any depressions, rutting exceeding

10mm in road surface

30 (thirty) days

(vi) Bleeding/skidding 7 (seven ) days

(vii) Routing and sealing random transverse

cracks that are larger in width than 5mm 15 (fifteen) days

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(viii) Routing and sealing random longitudinal

cracks that are larger in width than 5mm 15 (fifteen) days

(ix) Any other defect/distress on the road 15 (fifteen) days

(x) Damage to pavement edges 15 (fifteen) days

(xi) Removal of debris, dead animals 6 hours

(b) Granular earth shoulders, side slopes, and drains

(i)

Variation by more than 1% in the

prescribed slope of camber/cross fall

(shall not be less than the camber on the

main carriageway)

7 (seven) days

(ii) Edge drop at shoulders exceeding 40mm 7 (seven) days

(iii) Variation by more than 15% in the

prescribed side (embankment) slopes 30 (thirty) days

(iv) Rain cuts/gullies in slope 7 (seven) days

(v) Damage to or silting of side drains 7 (seven) days

(vi) Desilting of drains in urban/semi-urban

areas 24 hours

(vii) Railing, parapets, crash barriers 7 (seven) days (Restore immediately

if causing safety hazard)

(c) Road side furniture including road sign and pavement marking

(i) Damage to shape or position, poor 48 hours

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visibility or loss of retro-reflectivity

(ii) Painting of KM stone, railing, parapets,

crash barriers

As and when required/Once every

year

(iii) Damaged/missing road signs requiring

replacement 7 (seven) days

(iv) Damage to road mark ups 7 (seven) days

(d) Road lighting

(i) Any major failure of the system 24 hours

(ii) Faults and minor failures 8 hours

(iii)

Any other defects/deficiency not covered

above but pointed out by Authority’s

Engineer

3 (three) days

(e) Trees and plantation

(i)

Obstruction in a minimum head-room of

5m above carriageway or obstruction in

visibility of road signs

24 hours

(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

(v) Removal of vegetation affecting sight line

and road structures 15 (fifteen) days

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(vi)

Any other defects/deficiency not covered

above but pointed out by Authority’s

Engineer

3 (three) days

(f) Other Project Facilities and Service roads

(i) Damage in service roads, pedestrian

facilities, stairs, and Medical Aid Posts. 15 (fifteen) days

(ii) Damaged vehicles or debris

on the road 4 (four) hours

(iii) Malfunctioning of the mobilecrane 4 (four) hours

(g) Rest area

(i) Cleaning of toilets Every 4 hours

(ii) Defects in electrical, water and sanitary

installation

24 hours

(h) Toll Plaza Not Applicable

Bridges

(a) Superstructure

(i)

Any damage, cracks, spalling / scaling

Temporary measures

Permanent measures

Within 48 hours

Within 15 (fifteen) days or as

specified by the Authority’s Engineer

(b) Foundations

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(i) cavitation’s ( if any) 15 (fifteen) days

(c) Piers, abutments, return walls, and wing walls

(i) Cracks and damages including settlement

and tilting, spalling, scaling 30 (thirty) days

(d) Bearings (metallic/POT PTFE ) of flyover

(i) Deformation, damages, tilting or shifting

of bearings

15 (fifteen) days

Greasing of metallic bearings once in

a year

(e) Joints

(i) Malfunctioning of joints 15 (fifteen) days

(f) Other items

(i) Deforming of pads in elastomeric bearings 7 (seven) days

(ii)

Gathering of dirt in bearings and joints; or

clogging of spouts, weep holes, and vent-

holes

3 (three) days

(iii) Damage or deterioration in kerbs,

parapets, handrails, and crash barriers

3 (three) days

(immediately within 24 hours if

posing danger of safety)

(iv) Rain-cuts or erosion of banks of the side

slopes of approaches 15 (fifteen) days

(v) Damage to wearing coat 15 (fifteen) days

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(vi)

Damage or deterioration in approach

slabs, pitching, apron, toes, floor, or guide

bunds

30 (thirty) days

(vii) Growth of vegetation affecting the

structure or obstructing the waterway 15 (fifteen) days

Hill Roads

(i) Damage to retaining wall/breast wall 7 (seven) days

(ii) Landslides requiring clearance 12 (twelve) hours

(iii) Snow requiring clearance 24 (twenty four) hours

Note: For rigid pavement, maintenance manual and maintenance schedule shall be finalised by

Authority Engineer as per good industry practice and shall be included as part of this schedule.

179

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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.

MSRDC Schedules

Construction of Nagpur Mumbai Super Communication Expressway (Package 16) from km 656.479

to km 701.362 on EPC Mode. 76

SCHEDULE-G

(See Clauses 7.1.1, 7.5.3 and 19.2)

FORM OF BANK GUARANTEE

Annex-I

(See Clause 7.1.1)

PERFORMANCE SECURITY

Executive Engineer,

MSRDC (Ltd.)

Opp. Bandra Reclamation Bus Depot,

Near Lilavati Hospital,

K. C. Marg, Bandra (West)

Mumbai 400 050

WHEREAS:

_______________________________ (Hereinafter called the “Contractor”) has executed an

agreement (Hereinafter called the “Agreement”) with the “ Chief Engineer, MSRDC, Bandra,

Mumbai, Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for

the “Construction of Nagpur-Mumbai Super Communication Expressway, Package V with

construction package 16 on EPC mode.”, subject to and in accordance with the provisions of the

Agreement.

(A) The Agreement requires the Contractor to furnish a Performance Security for due and

faithful performance of its obligations, under and in accordance with the Agreement,

during the {Construction Period/ Defects Liability Period and Maintenance Period} (as

defined in the Agreement) in a sum of Rs. _____________ Cr. (Rupees

________________________________________ crore) (the “Guarantee Amount”).

MSRDC Schedules



(B) We, _________________ through our branch at _________________ (the “Bank”) have

agreed to furnish this bank guarantee (hereinafter called the “Guarantee”) by way of

Performance Security.

NOW, THEREFORE, the Bank hereby, unconditionally and irrevocably, guarantees and affirms as

follows:

1. The Bank hereby unconditionally and irrevocably guarantees the due and faithful

performance of the Contractor’s obligations during the {Construction period /Defects

Liability Period and maintenance period} under and in accordance with the Agreement, and

agrees and undertakes to pay to the Authority, upon its mere first written demand, and

without any demur, reservation, recourse, contest or protest, and without any reference to

the Contractor, such sum or sums up to an aggregate sum of the Guarantee Amount as the

Authority shall claim, without the Authority being required to prove or to show grounds or

reasons for its demand and/or for the sum specified therein.

2. A letter from the Authority, under the hand of an officer not below the rank of Executive

Engineer in the NH, MSRDC that the Contractor has committed default in the due and

faithful performance of all or any of its obligations under and in accordance with the

Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that

the Authority shall be the sole judge as to whether the Contractor is in default in due and

faithful performance of its obligations during and under the Agreement and its decision that

the Contractor is in default shall be final and binding on the Bank, notwithstanding any

difference between the Authority and the Contractor, or any dispute between them pending

before any court, tribunal, arbitrators or any other Authority or body, or by the discharge of

the Contractor for any reason whatsoever.

3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the Bank

were the principal debtor and any change in the constitution of the Contractor and/or the

Bank, whether by their absorption with any other body or corporation or otherwise, shall not

in any way or manner affect the liability or obligation of the Bank under this Guarantee.

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 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

MSRDC Schedules



the power to issue this Guarantee and the undersigned has full powers to do so on behalf of

the Bank.

10. Any notice by way of request, demand or otherwise hereunder may be sent by post

addressed to the Bank at its above referred branch, which shall be deemed to have been

duly authorized to receive such notice and to effect payment thereof forthwith, and if sent

by post it shall be deemed to have been given at the time when it ought to have been

delivered in due course of post and in proving such notice, when given by post, it shall be

sufficient to prove that the envelope containing the notice was posted and a certificate

signed by an officer of the Authority that the envelope was so posted shall be conclusive.

11. This Guarantee shall come into force with immediate effect and shall remain in force and

effect for up to the date specified in paragraph 8 above or unit it is released earlier by the

Authority pursuant to the provisions of the Agreement.

Signed and sealed this ____ Day of ____________ 20__ at ___________________.

SIGNED, SEALED AND DELIVERED

For and on behalf of the Bank by:

(Signature)

(Name)

(Designation)

(Code Number)

MSRDC Schedules



(Address)

NOTES:

(i) The bank guarantee should contain the name, designation and code number of the

officer(s) signing the guarantee.

(ii) The address, telephone number and other details of the head office of the Bank as well as

of issuing branch should be mentioned on the covering letter of issuing branch.

MSRDC Schedules



Annex - II

(Schedule-G)

(See Clause 7.5.3)

FORM FOR GUARANTEE FOR WITHDRAWAL OF RETENTION MONEY

Executive Engineer,

MSRDC (Ltd.)




Mumbai 400 050

WHEREAS:


agreement (Hereinafter called the “Agreement”) with the “Chief Engineer, MSRDC, Mumbai,

Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for the

“Construction of Nagpur-Mumbai Super Communication Expressway, Package V with construction

package 16 on EPC mode.”, subject to and in accordance with the provisions of the Agreement.

(A) In accordance with the Clause 7.5.3 of the Agreement, the Contractor may withdraw the

retention money (hereinafter called the “Retention Money”) after furnishing to the

Authority a bank guarantee for an amount equal to the proposed withdrawal.

(B) We, __________________ through our branch at _______________________ (the “Bank”)

have agreed to furnish this bank guarantee (hereinafter called the “Guarantee”) for the

amount of Rs. ________ cr. (Rupees _______________________________________) (the

“Guarantee Amount”).

MSRDC Schedules




follows:

1. The Bank hereby unconditionally and irrevocably undertakes to pay to the Authority, upon

its mere first written demand, and without any demur, reservation, recourse, contest or

protest, and without any reference to the Contractor, such sum or sums up to an aggregate

sum of the Guarantee Amount as the Authority shall claim, without the Authority being

required to prove or to show grounds or reasons for its demand and/or for the sum specified

therein.


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.



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.



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

MSRDC Schedules



the Agreement and/or the securities available to the Authority, and the Bank shall not be

released from its liability and obligation under these presents by any exercise by the

Authority of the liberty with reference to the matters aforesaid or by reason of time being

given to the Contractor or any other forbearance, indulgence, act or omission on the part of

the Authority or of any other matter or thing whatsoever which under any law relating to

sureties and guarantors would but for this provision have the effect of releasing the Bank

from its liability and obligation under this Guarantee and the Bank hereby waives all of its

rights under any such law.



Retention Money.


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.



the power to issue this Guarantee and the undersigned has full powers to do so on behalf of

the Bank.








MSRDC Schedules




effect for up to the date specified in paragraph 8 above or until it is released earlier by the


Signed and sealed this ____Day of ____________ 20__ at ___________________.



(Signature)

(Name)

(Designation)

(Code Number)

(Address)

NOTES:



(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.

MSRDC Schedules



Annex - III

(Schedule-G)

(See Clause 19.2)

FORM FOR GUARANTEE FOR ADVANCE PAYMENT

Executive Engineer,

MSRDC (Ltd.)




Mumbai 400 050

WHEREAS:


agreement (Hereinafter called the “Agreement”) with the “Chief Engineer, MSRDC, Mumbai,

Maharashtra”(Hereinafter called the “Authority”) have entered into an agreement for the

“Construction of Nagpur-Mumbai Super Communication Expressway, Package V with construction

package 16 on EPC mode.”, subject to and in accordance with the provisions of the Agreement.

(A) In accordance with the Clause 19.2 of the Agreement the Authority shall make to the

Contractor an interest free advance payment (hereinafter called the“Advance Payment”)

equal to 10% (ten per cent) of the Contract Price; and that the advance payment shall be

made in three installments subject to the Contractor furnishing an irrevocable and

unconditional guarantee by a scheduled bank for an amount equal to 110% (One hundred

and ten percent) of such installment to remain effective till the complete and full

repayment of the installment of the Advance Payment as security for compliance with its

MSRDC Schedules



obligations in accordance with the Agreement. The amount of {first/second/third}

installment of the Advance Payment

(B) We, ____________________________ through our branch at ______________________

(the“Bank”) have agreed to furnish this bank guarantee (hereinafter called the

“Guarantee”) for the Guarantee Amount.


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.


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.



MSRDC Schedules



Bank, whether by their absorption with any other body or corporation or otherwise, shall

not in any way or manner affect the liability or obligation of the Bank under this

Guarantee.



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.



Advance Payment.


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.

MSRDC Schedules



8. The Guarantee shall cease to be in force and effect on****. Unless a demand or claim

under this Guarantee is made in writing on or before the aforesaid date, the Bank shall be

discharges from its liabilities hereunder.



the power to issue this Guarantee and the undersigned has full powers to do so on behalf

of the Bank.









effect for up to the date specified in paragraph 8 above or until it is released earlier by the


Signed and sealed this ______Day of _________________ 20____ at ___________.



(Signature)

(Name)

MSRDC Schedules



(Designation)

(Code Number)

(Address)

NOTES:



(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.

MSRDC, Maharashtra Schedules to Concession Agreement

Construction of Nagpur- Mumbai Super Communication Expressway (Package-16) from Km 664.479

to Km 701.479 on EPC mode 90

H. SCHEDULE-H

(SeeClauses10.1.4 and19.3)

Contract Price Weightages

1.1 The Contract Price for this Agreement is Rs. 2,716.19 Crores

1.2 Proportions of the Contract Price for different stages of Construction of the Project Expressway shall be as specified below:

Item Weightage in

percentage to the

Contract Price

Stage for Payment

Percentage weightage

1 2 3 4

Road works including culverts, widening and

repair of culverts.

24.93%

A- Deleted

B.1- Construction of 6-lane+Paved shoulder Pavement (Rigid pavement)

(1) Earthwork up to top of the sub-grade 45.24%

(2) Sub Base Course 5.91%

(3) Dry Lean Concrete(DLC) Course 6.99%

(4) Pavement Quality Control (PQC) Course

31.59%

C.1- Construction of Service road (Flexible pavement)

(1) Earthwork up to top of the sub-grade 1.98%


(3) Non-Bituminous Base Course 1.06%

(4) Bituminous Base Course 1.91%

(5) Wearing Coat 0.29%

C.2- Construction of Service road (Rigid Pavement)

(1) Earthwork up to top of the sub-grade

(2) Sub Base Course

(3) Dry Lean Concrete(DLC) Course

(4) Pavement Quality Control (PQC) Course

D- Re-Construction and New culverts on existing road, realignments, bypasses:

Culverts (length < 6 m) 3.70%

Minor Bridges/ Underpasses/ Overpasses 1.87%

A.I- Deleted

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 including foundations for wing and return walls, abutments, piers upto the abutment/pier cap.

23.81%

(2) Super-structure: On completion of the superstructure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs & markings, tests on completion etc. complete in all respect.

6.61%

(3) Approaches: On completion of approaches including Retaining walls, stone pitching, protection works complete in all respect and fit for use.

2.65%

(4) Guide Bunds and River Training Works: On completion of Guide Bunds and river Training Works complete in all respects

b)Canal Bridges


0.00%


0.00%


0.00%


B.1-Deleted

Underpasses/ Overpasses

B.2- Underpasses/ overpasses

a)PUP

(1) Foundation +Sub- Structure: On completion of the foundation work including foundations for wing and return walls, abutments, piers upto the abutment/pier cap.

19.14%




(2) Super-structure: On completion of the superstructure in all respects including wearing coat, bearings, expansion joints, hand rails, crash barriers, road signs Wearing Coat (a) in case of Overpass- wearing coat including expansion joints complete in all respects 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

11.73%

(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


22.36%


13.70%


0.00%

c)LVUP


0.00%





0.00%


0.00%

Major Bridge(length >60m.) works and

ROB/RUB/ elevated sections/flyov ers

including viaducts, if any

39.64%

A.1-Deleted

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 joints

0.00%

(5) Miscellaneous Items like hand rails, crash barriers, road markings etc.) 0.00%

(6) Wing walls/return walls 0.00%

(7) Guide Bunds, River Training works etc.

0.00%

(8) Approaches (including Retaining walls, stone pitching and protection works)

0.00%

B. 1- Deleted

B.2- Constrution of ROB/RUB

(a) ROB

(b) RUB




(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.

0.12%






(7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)

0.12%

C.1- Deleted

C.2-New Elevated Section/Flyovers/ Grade Separators

a)Flyover





0.12%




0.12%

b)Viaduct





5.58%


(6) Wing walls/return walls


c)Interchange





1.73%




d)VOP





0.46%







0.00%

Tunnel Works

13.25%

Tunnel work including protection, pavement layers work and installing lighting system complete

(1) Excavation and Primary Lining 61.00%

(2) Final Lining 19.00%

(3) Pavement, Drainage, Lighting works etc.

11.00%

(4) Testing of Tunnels and final finishing 9.00%

Other works

20.32%

(1)Traffic Signs, Markings and Others Appurtenances

15.05%

(2) Drainage and Protection works 5.78%

(3)Toll Plaza 4.06%

(4) Utility Corridor 41.76%

(5) Administrative Building 0.44%

(6) Electrical work -Highway lighting 1.12%

(7) Rest Area 0.00%

(8) Site Clearance and Dismantling 1.17%

(9) Interchange

(i) Earthwork up to top of the sub-grade 4.59%

(ii) Sub Base Course 4.19%

(iii) Non-Bituminous Base Course 2.14%

(iv) Bituminous Base Course 3.67%

(v) Wearing Coat 0.40%

(vi) cement Concrete pavement 15.61%




1.3 Procedure of estimating the value of work done

1.3.1 Road works including approaches to minor bridges, Major Bridges and Structures (excluding service roads).

Procedure for estimating the value of road work done shall be as follows:

Stage of Payment Percentage - weightage

Payment Procedure

A-Deleted

B.1- Construction of 6-lane+Paved shoulder Pavement (Rigid pavement)

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 less. (1) Earthwork up to top of the sub-grade 45.24%


(3) Dry Lean Concrete(DLC) Course 6.99%

(4) Pavement Quality Control (PQC) Course 31.59%

C.1- Reconstruction/ New service road (Flexible pavement)

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 less.. (1) Earthwork up to top of the

sub-grade 1.98%


(3) Non-Bituminous Course 1.06%

(4) Bituminous Base Course 1.91%

(5) Wearing Coat 0.29%

D- Re-Construction and New culverts on existing road, realignments, bypasses: (1) Culverts (length < 6m)

3.70%

Cost of each culvert shall be determined on pro rata basis with respect to the total number of culverts. Payment shall be made on the completion of at least five culverts.

@.For example, if the total length of bituminous work to bedoneis100km, the cost

per km of bituminous work shall be determined as follows:

Cost per km =P x Weightage for road work x Weightage for bituminous work (1/L)

Where, P= Contract Price

L =Total length in km

Similarly, the rates per km for stages (1), (2) and (4) above shall be worked out.




1.3.2 Minor Bridge works, Overpass and Underpass

Procedure for estimating the value of Minor Bridge work sand of Overpass and Underpass shall be as stated in table

Stage of Payment Weightage Payment Procedure

1 2 3

A.2- New minor bridges

Cost of each minor bridge shall be determined on pro rata basis with respect to the total linear length of the minor bridges. Payment shall be made on the completion of widening & repair works of a minor bridge.

a)Minor Bridges


23.81%

(i) Foundation +Sub- Structure: sub-structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of foundation +sub-structure of each bridge subject to completion of atleast two foundations along with substructure upto abutment/pier cap level of each bridge. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.


6.61%

(ii) Super-structure: Payment shall be made on prorata basis on completion of a stage i.e. completion of superstructure of at least one span in all respects as specified in the column of “Stage of Payment” in this sub-clause.


2.65%

(iii) Approaches: Payment shall be made on pro-rata basis on completion of a stage i.e. completion of approaches in all respect as specified in the column of “Stage of Payment” in this sub-clause.


0.00%

(iv) Guide Bonds and River Training Works: Payment shall be made on prorata basis on completion of a stage i.e. completion of Guide Bunds and River training Works in all respects as specified.

b)Canal Bridges


0.00%

(i) Foundation +Sub- Structure: sub-structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of foundation +sub-structure of each bridge subject to completion of atleast two foundations along with substructure upto abutment/pier cap level of each bridge. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where




specified.


0.00%

(ii) Super-structure: Payment shall be made on prorata basis on completion of a stage i.e. completion of superstructure of at least one span in all respects as specified in the column of “Stage of Payment” in this sub-clause.


0.00%

(iii) Approaches: Payment shall be made on pro-rata basis on completion of a stage i.e. completion of approaches in all respect as specified in the column of “Stage of Payment” in this sub-clause.


0.00%

(iv) Guide Bunds and River Training Works: Payment shall be made on prorata basis on completion of a stage i.e. completion of Guide Bunds and River training Works in all respects as specified.

B.1-Deleted

0.00%

Underpasses/ Overpasses

0.00%

Cost of each underpass/overpass shall be determined on pro rata basis with respect to the total linear length of the underpasses/overpasses. Payment shall be made on the completion of widening & repair works of a underpass/overpass.

B.2- Underpasses/ overpasses

0.00%

a)PUP 0.00%


19.14%

(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 shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of foundation +sub- structure of each Underpasses/Overpasses subject to completion of atleast two foundations along with sub-structure upto abutment/pier cap level each underpass/overpass. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.





11.73%

(ii) Super-structure: Payment shall be made on prorata basis on completion of a stage i.e. completion of superstructure of atleast one span in all respects as specified in the column of “Stage of Payment” in this sub-clause.


0.00%

(iii) Approaches: Payment shall be made on pro-rata basis on completion of a stage i.e. completion of approaches in all respect as specified.

b)VUP

0.00%


22.36%






13.70%



0.00%


c)LVUP

0.00%


0.00%






0.00%




1.3.3 Major Bridge (length >60m.) works and ROB/RUB/ elevated sections/flyovers including viaducts

Procedure for estimating the value of major bridge works ROB/RUB/ elevated

sections/flyovers including viaducts shall be as stated in following table

Stage of Payment Weightage Payment Procedure

1 2 3

A.I- Deleted

A.2- New Major Bridges

(i) Foundation

0.00%

(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 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

0.00%

(ii) Sub-Structure:. Payment against Sub-structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of sub-structure of the major bridge subject to completion of atleast two sub-structures of abutments/piers upto abutment/pier cap level of the major bridge.

(iii) Super-structure (including bearings)

0.00%

(iii) Super-structure: Payment shall be made on pro- rata basis on completion of a stage i.e. completion of superstructure including bearings of atleast one span in all respects as specified.

(iv) Wearing Coat including expansion joints

0.00%

(iv) Wearing Coat: Payment shall be made on completion of wearing coat including expansionjoints complete in all respects as specified.

(v) Miscellaneous Items like hand rails, crash barriers, road markings etc. 0.00%

(v) Miscellaneous: Payments shall be made on completion of all miscellaneous works like 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 walls/return walls complete in all respects as specified.

(vii) Guide Bunds, River Training works etc.

0.00%

(vii) Guide Bunds, River Training works: Payments shall be made on completion of all guide bunds/river training works etc. complete in all respects as specified.

(viii) Approaches (including Retaining walls, stone pitching and protection works) 0.00%

(viii) Approaches: Payments shall be made on completion of both approaches including stone pitching, protection works, etc. complete in all respects as specified.

B.1-Deleted

(viii) Approaches (including Retaining walls, stone pitching and protection works) 0.00%

(viii) Approaches: Payments shall be made on completion of both approaches including stone pitching, protection works, etc. complete in all respects as specified.

B.2 - New (a) ROB (b) RUB




(i) Foundation

0.46%

(i) Foundation: Cost of each ROB/RUB shall be determined on pro rata basis with respect to the total linear length (m) of the ROBs/RUBs. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not 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

0.32%

(ii) Sub-Structure:. Payment against Sub-structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of sub-structure of the ROB/RUB subject to completion of atleast two sub-structures of abutments/piers upto abutment/pier cap level of the ROB/RUB.


0.45%

(iii) Super-structure: Payment shall be made on pro- rate basis on completion of a stage be. ecmpletion of superstructure including bearings of atleast one span in all respects as specified.

(iv) Wiring Coat including expansion joints in case of ROB. In case of RUB, rigid pavement under RUB including drainage facility as specified.

0.12%

Wearing Coat: Payment shaH be made on completion of (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

(v) Miscellaneous Items like hand rails, crash barriers, road markings etc. 0.02%

(v) Miscellaneous: Payments shall be made on completion of all miscellaneous works like hand rails, crash barriers, road markings etc. complete in all respects as specified


0.02%

(vi) Wing walls/return walls: Payments shall be made on completion of all wing walls/ret^ walls complete in all respects as specified.

(vii) Approaches (including Retaining walls, stone pitching and protection works) 0.02%

(vii) Approaches: Payments shall be made on completion of both approaches including stone pitching, protection works, etc. complete in all respects as specified.

C.1- Deleted

C2 -New Elevated Section / Flyovers/Grade Separators

a)Flyover




(i) Foundation

0.44%

(i) Foundation; Cost of each Structure shall be determination pro rata basis with respect to the total Linear length (m) of the structures. Payment against foundation shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of foundation of the structure subject to completion of at least two foundations of the structure. In case where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.

(ii) Sub-structure

0.32%

(ii) Sub-Structure: Payment against Sub-structure shall be made on pro-rata basis on completion of a stage i.e. not less than 25% of the scope of sub-structure of the structure subject to completion of at least two sub-structures of abutments/piers upt0 abutment/pier cap level of the structure


0.42%

(iii) Super-structure: Payment shall be made on pro- rata basis on completion of a stage i.e. completion of superstructure including bearings of at least one span in all respects as specified.


0.12%

(iv) Wearing Coat: Payment shall be made on comp1et«on of wearing coat includmg expansion Joints complete in all respects as specified.

(v) Miscellaneous Items like hand rails, crash barriers, road markings etc 0.02%



0.03%


(vii) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)

0.12%

(vii) Approaches: Payments shall be made on completion of both approaches including stone pitching, protection works, etc. complete in all respects as specified

b)Viaduct

(i) Foundation

24.40%





(ii) Sub-structure

17.43%



21.40%



5.58%


(v) Miscellaneous Items like hand rails, crash barriers, road markings etc 0.91%



0.00%


(vii) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works)

0.00%


c)Interchange

(1) Foundation

7.55%


(2) Sub-structure

5.39%


(3) Super-structure (including bearings)

6.62%






1.725%





0.000%



0.000%


d)VOP

(1) Foundation

2.02%


(2) Sub-structure

1.44%


(3) Super-structure (including bearings)

1.77%



0.46%

(iv) Wearing Coat: Payment shall be made on completion of wearing coat including expansion Joints complete in all respects as specified.

(5) Miscellaneous Items like hand rails, crash barriers, road markings etc.)

0.07%



0.00%





(7) Approaches (including Retaining walls/Reinforced Earth wall, stone pitching and protection works) 0.00%


1.3.4 Tunnel Work



(1) Excavation and Primary Lining 61.00%

Unit of measurement is linear length. Cost of each stage shall be determined on pro rata basis with respect to the total linear length of all the tunnels. Payment of each stage shall be made on pro rata basis on completion of a stage in continuous length of not less than 100 (hundred) meter.

(2) Final Lining 19.00%

(3) Pavement, Drainage, Lighting works etc. 11.00%

(4) Testing of Tunnels and final finishing 9.00%

Note: (1) In case of innovate Major Bridge projects like cable suspension/cable stayed/ Extra Dozed

and exceptionally long span bridges, the schedule may be modified as per site requirements before

bidding due approval of DG(RD)&SS, MoRT&H.

(2) The Schedule fo exclusive tunnel projects may be prepared as pe site requirements before

bidding with due approval of DG(RD)&SS, MoRT&H.

1.3.5 Other Works Stage of Payment Weightage Payment Procedure

(1)Traffic Signs, Markings and Others Appurtenances

15.05%

Unit of measurement is each completed toll plaza. Payment of each toll plaza shall be made on pro rata basis with respect to the total of all toll plazas.

(2) Drainage and Protection works

5.78% Unit of measurement is linear length in km. Payment shall be made on pro rata basis on completion of a stage in a length of not less than 10 % (ten per cent) of the total length.

(3)Toll Plaza

4.06%

(4) Utility Corridor 41.76% Payment shall be made on pro rata basis for completed facilities. (5) Administrative Building 0.44%

(6) Electrical work -Highway lighting

1.12%

(7) Rest Area 0.00%

(8) Site Clearance and Dismantling

1.17%

(9) Interchange

(i) Earthwork up to top of the sub-grade

4.59%

Unit of measurement is linear length. Payment of each stage shall be made on pro rata basis on completion of a stage in a length of not less than 10 (ten) percent of the total length.

(ii) Sub Base Course 4.19%

(iii) Non-Bituminous Base 2.14%




Course

(iv) Bituminous Base Course 3.67%

(v) Wearing Coat 0.40%

(vi) cement Concrete pavement

15.61%

Unit of measurement is linear length. Payment of each stage shall be made on pro rata basis on completion of a stage in a length of not less than 10 (ten) percent of the total length.

2 Procedure for payment for Maintenance

2.1 The cost for maintenance shall be as stated in Clause 14.1.1.

2.2 Payment for Maintenance shall be made in quarterly instalments in accordance with the provisions of Clause 19.7.

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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.

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Annex-I

(Schedule-I)

LIST OF DRAWINGS

[Note: The Authority shall describe in this Annex-I, all the Drawings that the Contractor is required to

furnish under Clause 10.2.]

1. TheProjectExpresswaydrawings,asdefinedinClause1.1,Definitions,Article1,DefinitionsandInte

rpretation,Part-I:Preliminary,oftheContractAgreement shall consist:

a) Working Drawings of all the components/elements of the Project Expressway as

determined by Authority Engineer, and

b) As-built drawings for the Project Expressway components/elements as

determined by AE. As-built drawings shall be duly certified by Authority

Engineer.

2. A broad list of the drawings of the various components/elements of the Project

Expressway, service road and project facilities required to be submitted by the Contractor

is given below:

a) Drawings of horizontal alignment, vertical profile, and cross sections

b) Drawings of cross drainage works including major and minor bridges and culverts.

c) Drawings of interchanges, major intersections, grade separators, Underpasses,

and ROB’s

d) Drawings of toll plaza layout, toll collection systems, and roadway near toll plaza

e) Drawings of Control Centre

f) Drawings of bus-bay, and bus shelters with furniture, and drainage system

g) Drawing of a truck parking lay bye with furniture, and drainage system

h) Drawings of road furniture items including traffic signage, markings, safety

barriers.

i) Drawings of traffic diversion plans, and traffic control measures

j) Drawings of road drainage measures

k) Drawings of typical details slope protection measures

l) Drawings of landscaping, and horticulture

m) Drawings of vehicular, and pedestrian crossings

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n) Drawings of street lighting

o) Layout/Configuration of HTMS

p) General arrangement of Base camp and Administrative Block.

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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


prepared Stage Payment Statements for an amount not less than 40% (Forty per cent) of the

Contract Price.

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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


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.

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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.

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SCHEDULE-K (See Clause 12.1.2)

TESTS ON COMPLETION

1. Schedule for Tests

1.1. The Contractor shall, no later than 30 (thirty) days prior to the likely completion of

construction, notify the Authority’s Engineer and the Authority of its intent to subject the

Project Expressway to Tests, and no later than 10 (ten) days prior to the actual date of Tests,

furnish to the Authority’s Engineer and the Authority detailed inventory and particulars of

all works and equipment forming part of Works.

1.2. The Contractor shall notify the Authority’s Engineer of its readiness to subject the Project

Expressway to Tests at any time after 10 (ten) days from the date of such notice, and upon

receipt of such notice, the Authority’s Engineer shall, in consultation with the Contractor,

determine the date and time for each Test and notify the same to the Authority who may

designate its representative to witness the Tests. The Authority’s Engineer shall thereupon

conduct the Tests itself or cause any of the Tests to be conducted in accordance with Article

12 and Schedule K.

2. Tests

2.1. Visual and Physical Test: The Authority’s Engineer shall conduct a visual and physical check

of construction to determine that all works and equipment forming part thereof conform to

the provisions of this Agreement. The physical tests shall include tests (to be decided with

Authority’s Engineer at the time of physical tests as per relevant IRC/ Code Manual).

2.2. Riding Quality Test: Riding quality of each lane of the carriageway shall be checked with the

help of a calibrated bump integrator and the maximum permissible roughness for purposes

of this test shall be 2,000mm (two thousand) for each kilometer.

2.3. Tests for Bridges: All major and minor bridges shall be subjected to the rebound hammer

and ultrasonic pulse velocity tests, to be conducted in accordance with the procedure

described in Special Report No. 17: 1996 of the IRC Highway Research Board on

Nondestructive Testing Techniques, at two spots in every span, to be chosen at random by

the Authority’s Engineer. Road Overbridge with a span of 15m (fifteen) or more shall also be

subjected to load testing.

2.4. Other Tests: The Authority’s Engineer may require the Contractor to carry out or cause to be

carried additional tests, in accordance with Good Industry Practice, for determining the

compliance of the Project Road with Specifications and Standards.

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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 with construction package 16 on EPC mode.,(the “Project Expressway”) on

Engineering, Procurement, and Construction (EPC) Basis Contract”, through

_________________________________ (Name of Contractor), hereby certify that the Tests

specified in Article 12 of the Agreement have been undertaken to determine compliance of

the Project Highway with the provisions of the Agreement.

2 Works that are incomplete on account of Time Extension have been specified in the Punch

List appended hereto, and the Contractor has agreed and accepted that it shall complete all

such works in the time and manner set forth in the Agreement. In addition, certain minor

works are incomplete and these are not likely to cause material inconvenience to the Users

of the Project Expressway or affect their safety. The Contractor has agreed and accepted

that as a condition of this Provisional Certificate, it shall complete such minor works within

30 (thirty) days hereof. These minor works have also been specified in the aforesaid Punch

List.

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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 with construction package 16 on EPC mode., through

___________________________ (Name of Contractor),here by certify that the Tests in

accordance with Article 12 of the Agreement have been successfully undertaken to

determine compliance of the Project Expressway with the provisions of the Agreement,

and I am satisfied that the Project Expressway can be safely and reliably placed in service

of the Users thereof.

2 It is certified that, in terms of the fore said Agreement, all works forming part of the

Project Expressway have been completed, and the Project Expressway is here by declared

fit for entry into operation on this the ____day of_______________ 20___.


For and on behalf of

Authority’s Engineer by:

(Signature)

(Name)

(Designation)

(Address)

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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

(i) Edge drop, inadequate cross fall, undulations, settlement,

potholes,ponding, obstructions 10%

(ii) Deficient slopes, raincuts, disturbed pitching, vegetation 5%

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Sl. No. Item/Defect/Deficiency Percentage

growth, pruning of trees

(c) Bridges and Culverts

(i)

Desilting, cleaningvegetation growth,damaged pitching,

flooring, parapets, wearing course, footpaths, any damage to

foundations

20%

(ii) Any Defects in superstructures, bearings, and sub-structures 10%

(iii) Painting, repairs/replacement kerbs, railings, parapets,

guideposts/crash barriers 5%

(d) Road side Drains

(i) Cleaning and repair of drains 5%

(e) Road Furniture

(i) Cleaning, painting, replacement of road signs, delineators,

roadmarkings, 200m/km/5thkm stones 5%

(f) Miscellaneous Items

(i) Removal of dead animals, broken down/accident vehicles,

fallen trees, road blockades 10%

(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,

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P= Percentage of particular item/defect/deficiency for deduction

M = Monthly lump-sum payment in accordance with the Bid

L1 = Non-complying length

L = Total length of the road

R = Reduction (the amount to be deducted for non-compliance for a particular

item/defect/deficiency)

The total amount of reduction shall be arrived at by summation of reductions for such

items/defects/deficiency or non-compliance.

For any defect in a part of one kilometer, the non-conforming length shall be taken as one

kilometer.

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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 with construction package 16 on EPC mode., and a

copy of which is annexed hereto and marked as Annex-I to form part of this TOR.

1.2. The TOR shall apply to construction and maintenance of the Project Expressway.

2. Definitions and Interpretation

2.1. The words and expressions beginning with or in capital letters and not defined herein but

defined in the Agreement shall have, unless repugnant to the context, the meaning

respectively assigned to them in the Agreement.

2.2. References to Articles, Clauses and Schedules in this TOR shall, except where the context

otherwise requires, be deemed to be references to the Articles, Clauses, and Schedules of

the Agreement, and references to Paragraphs shall be deemed to be references to

Paragraphs of this TOR.

2.3. The rules of interpretation stated in Clauses 1.2, 1.3 and 1.4 of the Agreement shall apply,

mutatis mutandis, to this TOR.

3. General

3.1. The Authority’s Engineer shall discharge its duties in a fair, impartial, and efficient manner,

consistent with the highest standards of professional integrity, and Good Industry Practice.

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3.2. The Authority’s Engineer shall perform the duties and exercise the authorityin accordance

with the provisions of this Agreement, but subject to obtainingprior written approval of the

Authority before determining:

(a) AnyTime extension

(b) Any additional cost to be paid by the Authority to the Contractor

(c) The Termination Payment or

(d) Any other matter which is not specified in (a), (b), or (c) above and which creates an

obligation or liability on either Party for a sum exceeding Rs. 5,000,000 (Rs. fifty

lakh).

3.3. The Authority’s Engineer shall submit regular periodic reports, at least once every month, to

the Authority in respect of its duties and functions under this Agreement. Such reports shall

be submitted by the Authority’s Engineer within 10 (ten) days of the beginning of every

month.

3.4. The Authority’s Engineer shall inform the Contractor of any delegation of its duties and

responsibilities to its suitably qualified and experienced personnel; provided, however, that

it shall not delegate the authority to refer any matter for the Authority’s prior approval in

accordance with the provisions of Clause 18.2.

3.5. The Authority’s Engineer shall aid and advise the Authority on any proposal for Change of

Scope under Article 13.

3.6. In the event of any disagreement between the Parties regarding the meaning, scope, and

nature of Good Industry Practice, as set forth in any provision of the Agreement, the

authority’s Engineer shall specify such meaning, scope, and nature by issuing a reasoned

written statement relying on good industry practice and authentic literature.

4. Construction Period

4.1. During the Construction Period, the Authority’s Engineer shall review the Drawings

furnished by the Contractor along with supporting data, including the geo-technical and

hydrological investigations, characteristics of materials from borrow areas and quarry sites,

topographical surveys, and the recommendations of the Safety Consultant in accordance

with the provisions of Clause 10.1.6. The Authority’s Engineer shall complete such review

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and send its observations to the Authority and the Contractor within 15 (fifteen) days of

receipt of such Drawings; provided, however that in case of a Road Overbridge or Structure,

the aforesaid period of 15 (fifteen) days may be extended upto 30 (thirty) days. In particular,

such comments shall specify the conformity or otherwise of such Drawings with the Scope

of the Project and Specifications and Standards.

4.2. The Authority’s Engineer shall review any revised Drawings sent to it by the Contractor and

furnish its comments within 10 (ten) days of receiving such Drawings.

4.3. The Authority’s Engineer shall review the Quality Assurance Plan submitted by the

Contractor and shall convey its comments to the Contractor within a period of 21 (twenty-

one) days stating the modifications, if any, required thereto.

4.4. The Authority’s Engineer shall complete the review of the methodology proposed to be

adopted by the Contractor for executing the Works, and convey its comments to the

Contractor within a period of 10 (ten) days from the date of receipt of the proposed

methodology from the Contractor.

4.5. The Authority’s Engineer shall grant written approval to the Contractor, where necessary,

for interruption and diversion of the flow of traffic in the existing lane(s) of the Project

Expressway for purposes of maintenance during the Construction Period in accordance with

the provisions of Clause 10.4.

4.6. The Authority’s Engineer shall review the monthly progress report furnished by the

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

(seven) days of receipt of such report.

4.7. The Authority’s Engineer shall inspect the Construction Works and the Project Expressway

and shall submit a monthly Inspection Report bringing out the results of inspections and the

remedial action taken by the Contractor in respect of defects or deficiencies. In particular,

the Authority’s Engineer shall include in its Inspection Report, the compliance of the

recommendations made by the Safety Consultant.

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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, theAuthority’s

Engineer shall require the Contractor to carry out, or cause to be carried out, tests at such

time and frequency and in such manner as specified in the Agreement and in accordance

with Good Industry Practice for quality assurance. For purposes of this Paragraph 4.9, the

tests specified in the IRC Special Publication-11 (Handbook of Quality Control for

Construction of Roads and Runways) and the Specifications for Road and Bridge Works

issued by MORTH (the “Quality Control Manuals”) or any modification/substitution thereof

shall be deemed to be tests conforming to Good Industry Practice for quality assurance.

4.10. The Authority’s Engineer shall test check at least 20 (twenty) percent of the quantity or

number of tests prescribed for each category or type of test for quality control by the

Contractor.

4.11. The timing of tests referred to in Paragraph 4.9, and the criteria for acceptance/ rejection of

their results shall be determined by the Authority’s Engineer in accordance with the Quality

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

addition to, and independent of, the tests that may be carried out by the Contractor for its

own quality assurance in accordance with Good Industry Practice.

4.12. In the event that results of any tests conducted under Clause 11.10 establish any defects or

deficiencies in the Works, the Authority’s Engineer shall require the Contractor to carry out

remedial measures.

4.13. The Authority’s Engineer may instruct the Contractor to execute any work which is urgently

required for the safety of the Project Expressway, whether because of an accident,

unforeseeable event or otherwise; provided that in case of any work required on account of

a Force Majeure Event, the provisions of Clause 21.6 shall apply.

4.14. In the event that the Contractor fails to achieve any of the Project Milestones, the

Authority’s Engineer shall undertake a review of the progress of construction and identify

potential delays, if any. If the Authority’s Engineer shall determine that completion of the

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

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require the Contractor to indicate within 15 (fifteen) days the steps proposed to be taken to

expedite progress, and the period within which the Project Completion Date shall be

achieved. Upon receipt of a report from the Contractor, the Authority’s Engineer shall

review the same and send its comments to the Authority and the Contractor forthwith.

4.15. The Authority’s Engineer shall obtain from the Contractor a copy of all the Contractor’s

quality control records and documents before the Completion Certificate is issued pursuant

to Clause 12.4.

4.16. Authority’s Engineer may recommend to the Authority suspension of the whole or part of

the Works if the work threatens the safety of the Users and pedestrians. After the

Contractor has carried out remedial measure, the Authority’s Engineer shall inspect such

remedial measures forthwith and make a report to the Authority recommending whether or

not the suspension hereunder may be revoked.

4.17. In the event that the Contractor carries out any remedial measures to secure the safety of

suspended works and Users, and requires the Authority’s Engineer to inspect such works,

the Authority’s Engineer shall inspect the suspended works within 3 (three) days of receiving

such notice, and make a report to the Authority forthwith, recommending whether or not

such suspension may be revoked by the Authority.

4.18. The Authority’s Engineer shall carry out, or cause to be carried out, all the Tests specified in

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

For carrying out its functions under this Paragraph 4.18and all matters incidental thereto,

the Authority’s Engineer shall act under and in accordance with the provisions of Article 12

and Schedule-K.

5. Maintenance Period

5.1. The Authority’s Engineer shall aid and advise the Contractor in the preparation of its

monthly Maintenance Programme and for this purpose carry out a joint monthly inspection

with the Contractor.

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5.2. The Authority’s Engineer shall undertake regular inspections, at least once every month, to

evaluate compliance with the Maintenance Requirements, and submit a Maintenance

Inspection Report to the Authority and the Contractor.

5.3. The Authority’s Engineer shall specify the tests, if any, that the Contractor shall carry out, or

cause to be carried out, for the purpose of determining that the Project Expressway is in

conformity with the Maintenance Requirements. It shall monitor and review the results of

such tests and the remedial measures, if any, taken by the Contractor in this behalf.

5.4. In respect of any defect or deficiency referred to in Paragraph 3 of Schedule- E, the

Authority’s Engineer shall, in conformity with Good Industry Practice, specify the

permissible limit of deviation or deterioration with reference to the Specifications and

Standards and shall also specify the time limit for repair or rectification of any deviation or

deterioration beyond the permissible limit.

5.5. The Authority’s Engineer shall examine the request of the Contractor for closure of any

lane(s) of the Project Expressway for undertaking maintenance/repair thereof, and shall

grant permission with such modifications, as it may deem necessary, within 5 (five) days of

receiving a request from the Contractor. Upon expiry of the permitted period of closure, the

Authority’s Engineer shall monitor the reopening of such lane(s), and in case of delay,

determine the Damages payable by the Contractor to the Authority under Clause 14.5.

6. Determination of costs and time

6.1. The Authority’s Engineer shall determine the costs, and/or their reasonableness, that are

required to be determined by it under the Agreement.

6.2. The Authority’s Engineer shall determine the period of Time Extension that is required to be

determined by it under the Agreement.

6.3. The Authority’s Engineer shall consult each Party in every case of determination in


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7. Payments

7.1. The Authority’s Engineer shall withhold payments for the affected works for which the

Contractor fails to revise and resubmit the Drawings to the Authority’s Engineer in

accordance with the provisions of Clause 10.2.4 (d).

7.2. Authority’s Engineer shall -

(a) within 10 (ten) days of receipt of the Stage Payment Statement from the Contractor

pursuant to Clause 19.4, determine the amount due to the Contractor and recommend

the release of 90 (ninety) percent of the amount so determined as part payment,

pending issue of the Interim Payment Certificate.

(b) within 15 (fifteen) days of the receipt of the Stage Payment Statement referred to in

Clause 19.4, deliver to the Authority and the Contractor an Interim Payment Certificate

certifying the amount due and payable to the Contractor, after adjustments in


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.

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9. Miscellaneous

9.1. A copy of all communications, comments, instructions, Drawings or Documents sent by the

Authority's Engineer to the Contractor pursuant to this TOR, and a copy of all the test results

with comments of the Authority's Engineer thereon, shall be furnished by the Authority's

Engineer to the Authority forthwith.

9.2. The Authority's Engineer shall retain at least one copy each of all Drawings and Documents

received by it, including 'as-built' Drawings, and keep them in its safe custody.

9.3. Within 90 (ninety) days of the Project Completion Date, the Authority's Engineer shall

obtain a complete set of as-built Drawings, in 2 (two) hard copies and in micro film form or

in such other medium as may be acceptable to the Authority, reflecting the Project

Expressway as actually designed, engineered and constructed, including an as-built survey

illustrating the layout of the Project Expressway and setback lines, if any, of the buildings

and structures forming part of Project Facilities; and shall hand them over to the Authority

against receipt thereof.

9.4. The Authority's Engineer, if called upon by the Authority or the Contractor or both, shall

mediate and assist the Parties in arriving at an amicable settlement of any Dispute between

the Parties.

9.5. The Authority's Engineer shall inform the Authority and the Contractor of any event of

Contractor's Default within one week of its occurrence.

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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 upto the last claim:

i. For the Works executed (excluding Change of Scope orders)

ii. For Change of Scope Orders, and

iii. Taxes deducted

2. Monthly Maintenance Payment Statement

The monthly Statement for Maintenance Payment shall state:

(a) the monthly payment admissible in accordance with the provisions of the Agreement

(b) the deductions for maintenance work not done

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(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.



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SCHEDULE-P

(See Clause 20.1)

INSURANCE

1. Insurance during Construction Period

1.1. The Contractor shall effect and maintain at its own cost, from the Appointed Date till the

date of issue of the last Completion Certificate, the following insurances forany loss or

damage occurring on account of Non-political Event of Force Majeure, Malicious Act,

Accidental Damage, Explosion, Fire, and Terrorism:

(a) Insurance of Works, Plant, and Materials and an additional sum of 15 (fifteen) per cent

of such replacement cost to cover any additional costs of and incidental to the

rectification of loss or damage including professional fees and the cost of demolishing

and removing any part of the Works and of removing debris of whatsoever nature.

(b) Insurance for the Contractor’s Equipment, and Documents brought onto the Site by the

Contractor, for a sum sufficient to provide for their replacement at the Site.

1.2 The insurance under paragraph 1.1(a)and (b) above shall cover the Authority and the

Contractor against all loss or damage from whatsoever cause arising under paragraph 1.1

other than risks which are not insurable at commercial terms.

2. Insurance for Contractor's Defects Liability

2.1. The Contractor shall effect and maintain insurance cover for the Works from the date of

issue of the Completion Certificate until the end of the Defects Liability Period for any loss

or damage for which the Contractor is liable and which arises from a cause occurring prior

to the issue of the Completion Certificate. The Contractor shall also maintain other

insurances for maximum sums as may be required under the Applicable Laws and in

accordance with Good Industry Practice.



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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.

Instructions to Bidders (ITB) July 2018 VOLUME – III - AWS

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Transcript of Instructions to Bidders (ITB) July 2018 VOLUME – III - AWS