public works department government of maharashtra · and outer ring road), the existing road is...

Public Works Department

Government of Maharashtra

INTERNATIONAL COMPETITVE BIDDING UNDER SINGLE STAGE BIDDING PROCESS FOR PACKAGE

NAG-130

Schedules

Executive Engineer, Public Works Division, Dist. Wardha

[Date of Issue: 20/01/2018]

PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS

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Construction of Two-laning with paved shoulders Road under Package NAG-130-Dist. Nagpur &

Wardha in the State of Maharashtra under MRIP on Hybrid Annuity Mode

Schedules


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SCHEDULE - A

(See Clause 10.1)

SITE OF THE PROJECT

1 The Site

1.1 Site of the Single lane/ Two-Lane/ Four lane Project shall include the land, buildings,

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

1.2 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 Concessionaire, and such inventory shall form part

of the memorandum referred to in Clause 10.3.1 of the Agreement.

1.3 Additional land required for construction of works specified in the Change of Scope

Order issued under Clause 16.2.3 of this Agreement shall be acquired in accordance with

the provisions of Clause 10.3.6 of this Agreement. Upon acquisition, such land shall form

part of the Site and vest in the Authority.


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Annex - I (Schedule-A)

Site for Project

1. Site

The Site of project package (NAG-130) consists of project road “Nagpur-Hingana-

Hingani-Ghorad”. The Project road is a State Highway (SH-321) in the State of

Maharashtra and falls in Nagpur and Wardha Districts. The Project road starts near CRPF

Gate junction in Nagpur and ends at Ghorad in Wardha District. The length of the project

road is 52.720 km and it passes through Hingana, Mangli, Ambazari, Dabha, Pendhari,

Hinganiand ends at Ghorad. The project road also includes a 500 m long road section in

Hingani village. The existing project road has varying carriageway configuration of Single

Lane /Intermediate Lane /Two Lane. Nagpur City Sub-urban area (between CRPF Gate

and Outer Ring Road), the existing road is four lane divided carriageway (dual two lane).

The Project Road, hereinafter called the “NAG-130”, is to be developed as Two/Four

Lane road with/without Paved Shoulder.

The land, carriageway and structures comprising the Site are described below.

2. Land

The Site of the Project comprises the Land described below:

The Site of the Project Highway comprises of the land (existing right of way) as described

below:

S

No.

From

(Km)

To

(Km)

Length

(Km) Road Section

Start Latitude &

Longitude

End Latitude &

Longitude

1 9.480 49.750/

30.000 40.690

Nagpur (CRPF

Gate) to

Nagpur/

Wardha district

boundary, via

Hingana,

Mohgaon

292266.50 m E,

2335595.87 m N

266157.25 m E,

2315971.42 m N

2

49.750/

30.000

38.000/

9.450 3.930

Nagpur/

Wardha district

boundary to

Hingani, via

Wanarvihira

266157.25 m E,

2315971.42 m N

262824.40 m E,

2314681.90 m N

3

38.000/

9.450 1.850 7.600

Hingani to

Ghorad, via

Mohi, Kinhi

262824.40 m E,

2314681.90 m N

261825.05 m E,

2307670.94 m N

4 0.000 0.500 0.500 Inside Hingani

village

262642.75 m E,

2313999.29 m N

262375.12 m E,

2313836.09 m N


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Nagpur – Hingana – Hingani – Ghorad

S. No

Existing

Chainage(Km)

Design

Chainage(Km) Length(m) Available

ROW Land use

From To From To

Nagpur to Hingani

1 9.480 10.300 9.480 10.280 800 45

Nagpur Sub urban

section

2 10.300 10.500 10.280 10.480 200 29

3 10.500 11.500 10.480 11.480 1000 28

4 11.500 11.800 11.480 11.780 300 38

5 11.800 12.000 11.780 11.980 200 24

6 12.000 12.500 11.980 12.480 500 27

7 12.500 13.500 12.480 13.480 1000 30

8 13.500 14.000 13.480 13.980 500 24

9 14.000 14.300 13.980 14.280 300 25

10 14.300 14.500 14.280 14.480 200 22

11 14.500 14.600 14.480 14.580 100 45

12 14.600 15.600 14.580 15.580 1000 25

13 15.600 17.000 15.580 16.980 1400 30

14 17.000 17.400 16.980 17.380 400 30

15 17.400 18.500 17.380 18.480 1100 30 Agriculture land



18 23.400 24.220 23.520 24.380 860 20 Mohgaon


20 25.300 25.800 25.480 25.980 500 24 Forest land

21 25.800 29.900 25.980 30.080 4100 20 Forest land

22 29.900 30.300 30.080 30.180 100 24 Ambazari

23 30.000 30.300 30.180 30.480 300 24 Barren land


25 33.120 33.450 33.180 33.480 300 24 Bazargon


27 37.800 37.950 37.915 38.080 165 24 Kavdas



30 41.340 44.140 41.480 44.280 2800 12 Forest land

31 44.140 44.840 44.280 44.980 700 20 Forest land

32 44.840 44.960 44.980 45.100 120 22 Forest land



35 45.840 46.030 45.550 45.740 190 16 Pendhari


37 46.520 48.000 46.230 48.480 2250 16 Forest land

38 48.000 48.500 48.480 48.980 500 10 Forest land


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S. No

Existing

Chainage(Km)

Design


ROW Land use

From To From To

39 48.500 48.800 48.980 49.280 300 14 Forest land

40 48.800 49.080 49.280 49.480 200 15 Forest land

41 49.080 49.750/

30.000 49.480 50.150 670 20 Forest land

42 49.750/

30.000 30.330 50.150 50.480 330 20 Forest land

43 30.330 31.370 50.480 51.520 1040 24 Forest land


45 33.660 38.000/

9.000 53.810 54.150 340 24 Agriculture land

Hingani to Ghorad

46 38.000/

9.450 6.960 54.150 56.540 2390 24 Agriculture land

47 6.960 6.520 56.540 56.980 440 24 Mohi


Hingani village Section (Length=500 m)

49 0.000 0.500 0.000 0.500 500 18 Hingani

Note: The ROW would be minimum of legal ROW and undisputed land available for works i.e.

available ROW (available ROW means the land where no dispute is raised by adjoining formers

or property owners along the project stretch).

The cross section shall be revised by the Concessionaire with prior written approval from

Authority as per the available ROW along with the necessary precautions. Wherever dispute is

raised by the former or property owner along the project stretch,the cost of necessary

additional safety precautions to be taken on account of such reduced ROW shall be borne by

concessionaire to the extent of 1% of project cost.

3. Carriageway

The present carriageway of the Project is as follows:

S. No. Existing Chainage (Km)

Length (km) Carriageway Width (m) Lane Configuration From To

Nagpur to Hingani

1 9.480 10.680 1.200 Metro works in progress 4-Lane divided

2 10.680 14.780 4.100 7.0, Dual carriageway 4-Lane divided


4 15.180 15.480 0.300 12.0 to 13.5 Non-standard



7 17.780 31.680 13.900 5.3 to 5.7 Intermediate lane

8 31.680 32.080 0.400 7.3 to 8.0 Two lanes


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S. No. Existing Chainage (Km)

Length (km) Carriageway Width (m) Lane Configuration From To


10 37.780 37.980 0.200 6.8 to 7.2 Two lanes

11 37.980 38.980 1.000 3.8 Single lane


13 40.680 40.880 0.200 7.5 Two lanes

14 40.880 42.380 1.500 5.5 Intermediate lane

15 42.380 43.680 1.300 3.5 to 3.6 Single lane


17 45.780 48.780 3.000 3.2 to 3.8 Single lane

18 48.780 49.750/

30.000 0.750 3.5 to 4.5 Single lane

19 49.750/

30.000 30.800 0.800 3.5 to 4.5 Single lane

20 30.800 38.000/

9.450 3.130 5.0 to 5.8 Intermediate lane

Hingani to Ghorad

21 38.000/

9.450 1.850 7.600 5.0 to 5.8 Intermediate lane

Hingani village Section (Length = 500m)

22 0.000 0.500 0.500 5.5 Intermediate lane

4. Major Bridges

The Site includes the following Major Bridges:

Sr. No.

Existing

Chainage

(Km)

Type of structure Existing Span

Arrangement

(No’s x m)

Over all

width

(m)

Remarks Type of

Foundation

Sub

Structure

Super

Structure

Nagpur to Hingani

1 15.400 - Wall Girder 6 x 12.3 7.45

- - Wall Girder 3 x 24.3 7.95

5. Railway Crossings

a) Rail Over Bridge

The Site includes the following Railway Over Bridges:

Sr.

No.

Existing

Chainage

Type of Structure No. of Spans with

span length (m) ROB/RUB

Substructure Superstructure

Nil


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b) Level Crossings

The Site includes the following Level Crossing:

Sr. No. Existing Chainage (Km) Name of Railway Station

Nil

6. Grade Separators

The Site includes the following Grade Separators:

Sr.No Existing Chainage

(Km)

Type of

Structure No. of Spans Width (In m)

Nil

7. Minor Bridges

The Site includes the following Minor Bridges:

S.

No.

Existing

Chainage


Arrangement

(m)

Over all

width (m) Type of

Foundation Sub Structure Super Structure

Nagpur to Hingani

1 10.300 Open/Raft Wall Solid Slab 1 x 4.80 20.50

2 14.330 Open/Raft Wall Solid Slab 5 x 6.10 (LHS) 8.17

Open/Raft Wall Solid Slab 5 x 6.35 (RHS) 8.10








Hingani to Ghorad



8. Culverts& Piped Causeways

The site includes the following Culverts & Piped Causeways(PCW)


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A. Culverts

S. No. Existing Chainage

(Km) Type of Culvert

Existing Span

Arrangement

(No’s x m)

Over all width (m)

Nagpur to Hingani

1 9.600 HPC 4 x 1.0 Under Metro

Construction

2 10.800 HPC 4 x Choked 19.90

3 12.200 HPC 1 x Choked 22.40

4 12.400 HPC 1 x 0.9 20.75

5 12.600 HPC 1 x 0.8 20.10

6 12.800 HPC 1 x 0.9 20.30

7 13.200 HPC 1 x Choked 19.76

8 13.600 HPC Drain 19.75

9 14.000 HPC 4 x Choked 21.64

10 15.800 HPC 1 x Choked 21.90

11 16.000 HPC 1 x Choked 20.32

12 15.600 HPC 4 x 1.2 20.25

13 16.600 HPC 2 x Choked 20.23

14 16.900 HPC 1 x 1.0 19.95

15 17.200 HPC 2 x Choked 23.00

16 17.800 HPC 1x1.20 22.55

17 17.900 HPC 1x1.20 19.78

18 18.150 HPC 2x1.20 10.95

19 19.900 HPC 1x0.65 11.15

20 20.700 HPC 1x0.75 6.90

21 22.100 HPC 1x0.80 11.35

22 22.200 HPC 1x1.20 9.55

23 22.800 HPC 1x0.45 9.75

24 25.200 HPC 1x0.80 12.60

25 25.500 HPC 1x1.0 7.50

26 29.000 HPC 1x0.90 10.60

27 29.100 HPC 1x1.20 7.50

28 30.000 HPC 1x0.90 10.15

29 30.400 HPC 1x0.80 9.72

30 32.200 HPC 2x0.80 14.45

31 32.300 HPC 2x1.0 15.10

32 32.500 HPC 2x0.90 15.52

33 32.800 HPC 3x1.0 15.30

34 34.800 HPC 1x0.8 12.35

35 34.600 HPC Burried 11.75


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Existing Span

Arrangement

(No’s x m)

Over all width (m)

36 34.850 HPC 1x0.80 11.60

37 35.200 HPC 1x0.80 12.70

38 36.000 HPC 2x0.9 15.05

39 37.000 HPC 1x0.80 13.10

40 37.900 HPC 1x0.75 10.45

41 38.500 HPC 2x1.0 7.45

42 39.600 HPC 2x0.80 15.45

43 39.950 HPC 2x0.80 12.55

44 40.150 HPC 2x0.80 14.30

45 41.500 HPC 1x0.80 12.70

46 42.000 HPC 1x0.75 9.95

47 42.400 HPC 1x0.80 14.75

48 43.800 HPC 2x0.80 11.00

49 44.700 HPC 3x1.0 12.65

50 44.800 HPC 2x1.0 11.70

51 45.100 HPC 2x0.8 6.30

52 45.700 HPC 1xChoked 11.05

53 45.800 HPC 1x0.8 12.95

54 46.000 HPC 2x0.9 13.30

55 46.700 HPC 2x0.8 15.15

56 48.200 HPC 1x0.8 12.05

57 48.600 HPC 1x0.8 15.22

58 12.580 HPC 2x0.65 5.80

59 13.600 HPC 1x0.8 5.85

60 12.500 HPC 1x0.8 7.90

61 12.450 HPC 4x Choked 6.75

62 11.290 Slab 1 x 5.80 8.70

63 11.300 HPC 2x1.0 7.90

64 11.180 HPC 2x Choked 8.30

65 10.880 HPC 1x0.65 7.30

66 10.730 HPC 1x0.45 9.80

67 10.120 HPC 1x0.8 12.70

68 9.180 HPC 1x0.45 5.80

Hingani to Ghorad

69 8.580 HPC 1x0.3 8.00

70 7.550 HPC Burried 11.85

71 6.790 HPC 2x0.9 7.00

72 6.350 HPC 3x0.80 10.90

73 5.220 HPC 1x0.65 5.20

74 5.170 HPC 1x0.45 12.30


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Existing Span

Arrangement

(No’s x m)

Over all width (m)

75 5.120 HPC 1x0.45 12.15

76 4.880 HPC Burried 12.40

77 4.550 HPC 1x0.90 11.00

78 4.140 HPC 1x0.45 8.60

79 3.680 HPC Burried 11.70

80 3.080 HPC 1x1.20 10.95

81 2.880 HPC 1x0.45 9.89

82 2.040 HPC 1x1.0 5.60

83 1.900 HPC 2x1.20 10.90

B. Piped Causeways (PCW)

S. No. Existing

Chainage Type of Structure

Existing Span

Arrangement (m) Over all width (m)

Nagpur to Hingani

1 33.800 PCW 6x1.20 7.10

2 38.200 PCW 4x0.80 7.50

3 47.400 PCW 8x1.20 8.55

4 47.700 PCW 4x0.9 8.95

Total number of structures

The total number of structures on the Site is noted below:

(a) No. of Major Bridges 1

(b) No. of Railway Over Bridges 0

(c) No. of Grade Separators 0

(d) No. of Minor Bridges 11

(e) No. of Vehicular and Non-Vehicular Underpasses 0

(f) No. of Box Culverts 0

(g) No. of Pipe Culverts 82

(h) No. of Slab Culverts 1

(i) No. of Piped Causeways 4


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9. Bus Stop/ Bus Shelters

The Details of Existing Bus Stop/Shelters are as follows:

Sr. No Existing Chainage (Km) Location Side

Nagpur to Hingani

1 15.200 Nagpur urban LHS

2 23.800 Mohgaon LHS

3 40.850 Navegaon LHS

4 32.400 Wanarvihira LHS

Hingani to Ghorad

5 5.250 Kinhi RHS

10. Truck Lay Byes

The details of existing truck lay byes are as follows:

Sr. No. Existing

Chainage(Km) Length (m) LHS RHS

Nil

11. Bus bays and Truck Lay byes

The total number of bus bays and truck lay byes on the Project is noted below:

(a) No. of Bus Shelters on LHS - 4

(b) No. of Bus Shelters on RHS -1

(c) No. of Bus Bays on LHS - 0

(d) No. of Bus Bays on RHS - 0

(e) No. of Truck Lay-byes on LHS - 0

(f) No. of Truck Lay-byes on RHS– 0

12. Intersections

A. Major Junctions

The details of existing Major Junctions are as follows:

Sr.

No

Chainage (Km) Type of

Junction Side

Carriage

way

width (m)

Type of

Intersecting

Road

Leading

towards Design Existing

Nagpur to Hingani

1 15.430 15.460 3 - Leg LHS 7.0 - Connecting

road to ORR

2 17.375 17.375 4 - Leg LHS 7.6

Nagpur ORR Hyderabad

RHS 7.2 Akola

3 23.500 23.350 3 - Leg RHS 5.5 - Metamari

4 38.060 37.860 3 - Leg RHS 3.5 - Adegaon

VR-Village road, MDR-Major District road, SH-State Highway,NH-National Highway, ORR-Outer Ring Road


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B. Minor Junctions

The details of existing minor junction are as follows:

Sr.

No

Design

Chainage

(Km)

Existing

Chainage

(Km)

Type of

Junction Side

Carriage way

width (m) Leading towards

Nagpur to Hingani

1 9.800 9.800 3 - Leg RHS 11 Nildoh, Hingana

2 10.670 10.670 3 - Leg RHS 7 MIDC

3 12.600 12.600 3 - Leg RHS 6 AH 46

4 15.300 15.300 3 - Leg LHS 7 MIHAN

5 19.280 19.320 3 - Leg RHS 5 Kinhi, Dhanoli,

Khairi

6 23.650 23.500 3 - Leg LHS 3 Mandav Ghorad

7 25.820 25.625 3 - Leg RHS Earthen Road Zilpi Lake

8 30.450 30.260 3 - Leg LHS 5.5 Amgaon Deoli

9 33.300 33.200 3 - Leg RHS 5 Chicholi, Bazargaon

10 45.075 44.510 3 - Leg LHS 4.5 Kajali

11 48.000 47.340 3 - Leg LHS 4.0 Kanholibara

12 54.160 8.940 3 - Leg RHS 5.5 Bori

Hingani to Ghorad

13 54.830 8.270 4-Leg

LHS 7.0 Shiwangaon

RHS 5.5 Hingani

14 55.150 7.675 3 - Leg RHS 6.5 Hingani

15 58.370 5.140 3 - Leg RHS 3.5 Bramhani


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13. Permanent Bridge, Bye Pass or Tunnel costing Rs. 50 crores or more

The Site includes the following permanent bridge/ bypass/ tunnel which was

Constructed at the cost noted below: Nil

14. Wayside amenities

The Site includes the following parcels of land for provision of wayside

Amenities: Nil

15. Existing Chainage corresponding to Design Chainages

The relationship between the “Existing Chainage” and “Design Chainage” as per field

surveys and designs are given below:

S. No Existing Chainage (Km) Design Chainage (Km)

Napgur to Hingani

1 9.480 9.480

2 10.000 10.000

3 11.000 10.980

4 12.000 11.980

5 13.000 12.970

6 14.000 13.970

7 15.000 14.970

8 16.000 15.980

9 17.000 16.985

10 18.000 17.920

11 19.000 18.955

12 20.000 20.000

13 21.000 20.980

14 23.000 23.145

15 24.000 24.165

16 25.000 25.195

17 26.000 26.195

18 27.000 27.175

19 28.000 28.175

20 30.000 30.190

21 31.000 31.185

22 33.000 33.095

23 34.000 34.095

24 35.000 35.075

25 36.000 36.080

26 37.000 37.170

27 38.000 38.170

28 39.000 39.085

29 40.000 40.175


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S. No Existing Chainage (Km) Design Chainage (Km)

30 41.000 41.180

31 42.000 42.175

32 43.000 43.165

33 44.000 44.175

34 45.000 45.565

35 46.000 46.545

36 47.000 47.450

37 48.000 48.535

38 49.000 49.440

39 30.000 50.170

40 31.000 51.120

41 32.000 52.110

42 33.000 53.100

43 38.000/9.450 54.100

Hingani to Ghorad

44 8.000 55.475

45 7.000 56.520

46 6.000 57.510

47 5.000 58.510

48 4.000 59.550

49 3.000 60.500

50 2.000 61.510

51 1.850 61.700


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SCHfEDULE - B

(See Clause 2.1)

DEVELOPMENT OF THE PROJECT

1 Development of the Project

Development of the Project shall include design and construction of the Project Highway

from Design chainage km 9.480 to km 61.700 (Nagpur – Hingana – Hingani – Ghorad) as

described in this Schedule-B and in Schedule-C.

2 Two laning and Four laning with or without paved shoulders1

2.1 Two laning and Four laning with or without paved shoulders shall include Widening,

Strengthening and Reconstruction of the Project Highway as described in Annex-I of this

Schedule-B and Annex-I of Schedule-C.

2.2 Two laning and Four laning with or without paved shoulders shall be completed by the

Concessionaire in conformity with the Specifications and Standards set forth in Annex-I

of Schedule-D.

2.3 Width of Carriageway

The paved carriageway shall be provided as per the TCS schedule and Typical cross

sections shown in Appendix B1. The width of the carriageway as well as the shoulders

may be reduced where the land is not available with the authority


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Annex - I

(Schedule-B)

Description of the Project1

1 Width of Carriageway

1.1 The paved carriageway shall be provided as per following TCS schedule and typical cross

sections shown in Appendix B1. The width of the Carriageway shall be as summarized

below.

S. No Design Chainage (Km)

Length (km) Width of proposed

carriageway (m) Remarks

From To

1 9.480 17.400 7.920 2x7.0m excluding kerb shyness Nagpur

urban

2 17.400 23.520 6.120 7.00 Rural open

3 23.520 24.380 0.860 7.00 Mohgaon

4 24.380 33.180 8.800 7.00 Rural open

5 33.180 33.480 0.300 7.00 Bazargaon

6 33.480 35.260 1.780 7.00 Rural open

7 35.260 45.100 9.840 5.50 Rural open

8 45.100 45.300 0.200 7.00 Rural open

9 45.300 46.180 0.880 5.50 Rural open

10 46.180 50.150 3.970 3.75 Rural open

11 50.150 51.700 1.550 4.50 Rural open

12 51.700 52.400 0.700 5.50 Rural open

13 52.400 52.600 0.200 5.50 Wanarvihira

14 52.600 55.600 3.000 5.50 Rural open

15 55.600 56.540 0.940 7.00 Rural open

16 56.540 56.980 0.440 7.00 Mohi

17 56.980 58.080 1.100 7.00 Rural open

18 58.080 58.180 0.100 7.00 Kinhi

19 58.180 61.700 3.520 7.00 Rural open

20* 0.000 0.500 0.500 7.00 Hingani

*The section from design chainage Km0.000 to Km 0.500 (Length=500m) of road in Built-

up section of Hingani village. The design chainage Km 0.000 and Km 0.500 of this section

corresponds to design chainage Km54.835 and Km 55.150 of the main alignment respectively.

1.2 Except as otherwise provided in this Agreement, [but subject to the provisions of Annex-

II of this Schedule-B,] the width of the paved carriageway shall conform to Clause 1.1

above.

2 Project Facilities

Project facilities shall be constructed in conformity with Annex-I of Schedule- C.

1 This template is applicable to highway projects. It may be suitably revised in ease of other projects.


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3 Specifications and Standards

The Project Highway shall be designed and Constructed in conformity with the

Specifications and Standards specified in Annex-I of Schedule-D for Two laning and Four

laning.

4 Other Features of the project

4.1. Cross Section

The project highway Cross sections should follow IRC:SP:73-2015, “Manual of Standards

&Specifications of Two Laning of Highways on Public Private Partnership” and IRC:SP: 84-

2014 “Manual of Standards &Specifications of Four Laning of Highways on Public Private

Partnership” as applicable as per Appendix B-I. The key features included in TCS are

summarized below.


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Construction of Two-laning with paved shoulders Road under Package NAG-130-Dist. Nagpur & Wardha in the State of Maharashtra under MRIP on

Hybrid Annuity Mode

S.No Design Chainage (Km)

Length (km) TCS Type Land use

Overlay /Overlay with

widening

/Reconstruction

Widening Proposal Type of

Pavement From To

1 9.480 10.280 0.800 2-10 Built-up Reconstruction 4 Lane with PS Rigid






7 12.300 14.530 2.230 2-15 Built-up Overlay with widening 4 Lane with PS Flexible





12 17.400 18.480 1.080 5-9 Rural Open Overlay with widening 2 Lane with PS & ES Flexible

13 18.480 22.480 4.000 5-8 Rural Open Overlay with widening 2 Lane with PS & ES Flexible

14 22.480 23.520 1.040 5-5 Rural Open Overlay with widening 2 Lane with ES Flexible








22 35.260 40.880 5.620 1-12 BTR Buffer zone Overlay without widening No widening Flexible




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Hybrid Annuity Mode

S.No Design Chainage (Km)

Length (km) TCS Type Land use

Overlay /Overlay with

widening

/Reconstruction

Widening Proposal Type of

Pavement From To














38 52.400 52.600 0.200 1-14 Built-up Reconstruction No widening Rigid







Hingani village section (Length = 500m)



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4.2. Alignment Plan and Longitudinal Section

The indicative alignment plan & profile drawings are given at Appendix B-II. However,

the geometrical design and finished levels shall be as per manual of specifications and

standards as given in Schedule D. The geometric standards adopted and Finished Road

Levels (FRLs) given in alignment plan & profile drawings shall be achieved as a minimum

by the Concessionaire.

4.3. Bypass and Realignment

The details of realignment to be provided are given at Appendix B-III.

4.4. Service Road/ Slip Road

Service/Slip Roads shall be provided in length indicated in Appendix B-IV.

4.5. Type of Shoulder and Footpath

(a) As per typical cross sections and furnished in Appendix B-I.

4.6. Four Lane stretches

Details of stretches to be constructed as Four Lane are as indicated in Appendix-V.

4.7. Proposed Right of Way (ROW)

The details of the available ROW that will be made available are given in Appendix B-VI.

4.8. At Grade Intersection

At grade intersection shall be provided as per locations specified in Appendix B-VII for

major and minor intersections.

Note: The concessionaire shall take up the ‘Detailed Engineering Study’ to ascertain

further details of all intersections and treatment of the intersections shall be designed in

accordance with the latest guidelines mentioned out in section-3 of Manual.

4.9. Pavement Design

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

4.9.1 Type of Pavement

Type of pavement shall be flexible except at locations mentioned in Section 4.9.2.3 of

this Schedule where rigid pavement shall be provided.

4.9.2 Design Requirements

New Flexible Pavement, New Rigid Pavement and Flexible PavementOverlay design shall

be as per IRC:37-2012, IRC: 58-2015 and IRC:115-2014 respectively.


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4.9.2.1 Design Period and strategy

Flexible pavement for new pavement or for widening and strengthening of the existing

pavement shall be designed for a minimum design period of 15 years for flexible and 30

years for rigid pavement. Stage construction shall not be permitted.

4.9.2.2 Design Traffic

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

the Contractor shall design the pavement considering traffic loading of not less than 10

million standard axles for entire project length or actual whichever is higher considering

2017 as Base Year and actual projections for traffic growth, but not less than 5% per

annum.

b) Traffic is considered less than 20 MSA in design calculations prepared by authority

however, the concessionaire shall asses and anticipate probable increase in the traffic

during the concession period, and shall quote the offer duly considering the increase in

design of any. No variation on account of change in traffic during the Concession period

will be compensated by the Government.

Pavement Composition

A) Main Carriageway (Design Traffic Loading of 10 msa): Flexible pavement shall be

designed in accordance with IRC: 37-2012 for a minimum Subgrade CBR of 8% with

or without soil stabilization; however, the minimum pavement composition shall be

as given below:

BC 40 mm, DBM 60 mm. WMM 250 mm, GSB 200 mm, Subgrade 500 mm.

B) Main Carriageway (Rigid): As per Clause 5.2.3

4.9.2.3 Rigid Pavement

The following sections of the highway shall be constructed with rigid pavement.

S.

No

Design Chainage (Km) Length

(km) Location

From To

1 9.480 12.300 2.820 Nagpur urban

2 14.530 15.030 0.500 Nagpur urban

3 15.300 15.600 0.300 Nagpur urban

4 52.400 52.600 0.200 Wanarvihira

5 56.540 56.980 0.440 Mohi

6 58.080 58.180 0.100 Kinhi

Hingani Village Section (Length=500 m)

7 0.000 0.500 0.500 Hingani

Pavement Composition


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A) Main Carriageway (Rigid): Rigid pavement shall be designed in accordance with IRC: 58-

2015; however, the minimum pavement composition shall be as given below:

i) The thickness of Pavement Quality Concrete (PQC) shall not be less than

280 mm and rest over Dry Lean Concrete (DLC) sub base of 150mm thickness.

ii) The DLC will meet the minimum cement and compressive strength

requirement as prescribed in IRC:SP:49. DLC will extend beyond the PQC

(including that in shoulder, if any) 0.750 m on either side.

iii) Below DLC layer, a properly designed drainage layer Granular Sub Base (GSB) of

150 mm thickness shall be provided throughout the road width.It shall be

designed to obtain a drainage coefficient of not less than 20 m per day.

4.9.3 Reconstruction Stretches

The existing road shall be reconstructed with flexible and rigid pavement in selected

reaches as mentioned in Section 4.1 of this Schedule.

4.9.4 Overlay Stretches

Overlay stretches shall be as per Para 4.1 of this Schedule. The overlay to be provided

shall have a with minimum thicknesses of 40 mm BC, and 60 mm DBM.

4.10. Grade Separated Intersections

The grade separated intersections shall be as provided as given at Appendix B-VIII.

4.11. Utility Structure

The details of the Utility Structure are given in Appendix B-IX

4.12. Underpasses

Vehicular underpass and Light Vehicular Underpass shall be provided at location given at

Appendix B-X and

Pedestrian /cattle underpass shall be provided at location given at AppendixB-XI.

4.13. Major bridges

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

section 7 of the Manual and shall conform to the cross- sectional features and other

details specified therein.


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Width of all new bridges shall be as follows:

The width of the bridge shall be 16.0m inclusive of crash barriers at both the ends.

All bridges shall be high-level bridges.

Major bridges as listed in Appendix B-XII shall be provided, widened, reconstructed or extended

4.14. Minor bridges

Minor bridges as listed in Appendix B-XIII shall be provided, widened, reconstructed or

extended.

4.15. Culverts

Culverts shall be provided, widened, reconstructed or extended as listed in Appendix B-XIV

4.16. ROB/RUB

Details of ROB/RUBs to be provided are given at Appendix B-XV following points shall be taken

care of:

4.17. Slope protection

The side slope shall be protected by using suitable slope protection measures wherever required

along project highway as per the relevant guidelines.

4.18 Utilities

Various utilities like electric and telephone poles, OFC lines, water pipe lines/sewage pipes and

Hand pumps are located close to the Project Highway. With the proposal of widening of the

existing road to 2-lane/4-lane with divided carriageway, it will be necessary to shift the utilities

falling in the widening alignment, in consultation with IE/Authority.

4.19 Type and Width of Median

The minimum width of median, subject to availability of Right of way, for various locations shall

be as in Appendix B-XVI according to clause 2.5.1 of IRC:SP:84-2014.

4.20 Location of Footpath and drains

Drain cum footpath shall be provided in urban stretches as Appendix B-XVII. The dimensions of

the footpath and drain shall be approved by Independent engineer.

4.21 Provision for extra widening at sharp curves


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Extra widening to the carriageway shall be provided at sharp curve locations. The details of extra

widening locations are as given in Appendix B-XVIII.

4.22 Roadside Drainage

Drainage system including surface and subsurface drains for the Project Highway shall be

provided as per Section 6 of the Manual and Para 2.2.


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Appendix B-I

Typical Cross Sections

The detailed cross sections of the project road shall be developed by the Concessionaire in accordance with the Manual indicated in the Schedule D as

applicable for plain / rolling / mountainous terrain for rural/built up areas. Typical cross-sections recommended are as follows. Any change in typical

cross-sections required due to Site conditions shall be made in accordance with this Concession Agreement.


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Appendix B-II

The Alignment Plan and Longitudinal Profile of the Project Highway is enclosed as a separate

volume. This volume is made available to bidders online and in PDF format.


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Appendix B-III

Details of Bypass / Realignment

1 Bypasses

S.No Road Name Chainage (Km)

From To Length

Nil

2 Realignments

Nil


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Appendix B-IV

Details of Service Roads

NIL


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Appendix B-V

Schedule ofFourLaning Sections

Nagpur – Hingana – Hingani – Seloo – Madani – Sirasgaon

S. No

Design Chainage

(Km) Length

(km) TCS Type Remarks

From To

1 9.480 10.280 0.800 2-10

Nagpur

2 10.280 10.480 0.200 2-6

3 10.480 11.480 1.000 2-5

4 11.480 11.780 0.300 2-8

5 11.780 11.980 0.200 2-2

6 11.980 12.300 0.320 2-4

7 12.300 14.530 2.230 2-15

8 14.530 15.030 0.500 2-3

9 15.030 15.300 0.270 2-15

10 15.300 15.600 0.300 2-7

11 15.600 17.400 1.800 2-15


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Appendix B-VI

Details of Available ROW


S. No

Existing

Chainage(Km)

Design


ROW Land use

From To From To

Nagpur to Hingani

1 9.480 10.300 9.480 10.280 800 45

Nagpur Sub urban

section

2 10.300 10.500 10.280 10.480 200 29

3 10.500 11.500 10.480 11.480 1000 28

4 11.500 11.800 11.480 11.780 300 38

5 11.800 12.000 11.780 11.980 200 24

6 12.000 12.500 11.980 12.480 500 27

7 12.500 13.500 12.480 13.480 1000 30

8 13.500 14.000 13.480 13.980 500 24

9 14.000 14.300 13.980 14.280 300 25

10 14.300 14.500 14.280 14.480 200 22

11 14.500 14.600 14.480 14.580 100 45

12 14.600 15.600 14.580 15.580 1000 25

13 15.600 17.000 15.580 16.980 1400 30

14 17.000 17.400 16.980 17.380 400 30




18 23.400 24.220 23.520 24.380 860 20 Mohgaon


20 25.300 25.800 25.480 25.980 500 24 Forest land

21 25.800 29.900 25.980 30.080 4100 20 Forest land

22 29.900 30.300 30.080 30.180 100 24 Ambazari

23 30.000 30.300 30.180 30.480 300 24 Barren land


25 33.120 33.450 33.180 33.480 300 24 Bazargon


27 37.800 37.950 37.915 38.080 165 24 Kavdas



30 41.340 44.140 41.480 44.280 2800 12 Forest land

31 44.140 44.840 44.280 44.980 700 20 Forest land

32 44.840 44.960 44.980 45.100 120 22 Forest land




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S. No

Existing

Chainage(Km)

Design


ROW Land use

From To From To

35 45.840 46.030 45.550 45.740 190 16 Pendhari


37 46.520 48.000 46.230 48.480 2250 16 Forest land

38 48.000 48.500 48.480 48.980 500 10 Forest land

39 48.500 48.800 48.980 49.280 300 14 Forest land

40 48.800 49.080 49.280 49.480 200 15 Forest land

41 49.080 49.750/

30.000 49.480 50.150 670 20 Forest land

42 49.750/

30.000 30.330 50.150 50.480 330 20 Forest land

43 30.330 31.370 50.480 51.520 1040 24 Forest land


45 33.660 38.000/

9.000 53.810 54.150 340 24 Agriculture land

Hingani to Ghorad

46 38.000/

9.450 6.960 54.150 56.540 2390 24 Agriculture land

47 6.960 6.520 56.540 56.980 440 24 Mohi


Hingani village Section (Length=500 m)

49 0.000 0.500 0.000 0.500 500 18 Hingani


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Appendix B-VII

At Grade Intersection

A. Major Junctions

The details of existing Major Junctions are as follows:

Sr.

No

Chainage (Km) Type of

Junction Side

Carriage

way

width (m)

Type of

Intersecting

Road

Leading

towards Design Existing

Nagpur to Hingani

1 15.430 15.460 3 - Leg LHS 7.0 - Connecting

road to ORR

2 17.375 17.375 4 - Leg LHS 7.6

Nagpur ORR Hyderabad

RHS 7.2 Akola

3 23.500 23.350 3 - Leg RHS 5.5 - Metamari

4 38.060 37.860 3 - Leg RHS 3.5 - Adegaon

VR-Village road, MDR-Major District road, SH-State Highway,NH-National Highway, ORR-Outer Ring Road

B. Minor Junctions

The details of existing minor junction are as follows:

Sr.

No

Design

Chainage

(Km)

Existing

Chainage

(Km)

Type of

Junction Side

Carriage way


Nagpur to Hingani

1 9.800 9.800 3 - Leg RHS 11.0 Nildoh, Hingana

2 10.670 10.670 3 - Leg RHS 7.0 MIDC

3 12.600 12.600 3 - Leg RHS 6.0 AH 46

4 15.300 15.300 3 - Leg LHS 7.0 MIHAN

5 19.280 19.320 3 - Leg RHS 5.0 Kinhi, Dhanoli,

Khairi

6 23.650 23.500 3 - Leg LHS 3.0 Mandav Ghorad

7 25.820 25.625 3 - Leg RHS Earthen Road Zilpi Lake

8 30.450 30.260 3 - Leg LHS 5.5 Amgaon Deoli

9 33.300 33.200 3 - Leg RHS 5.0 Chicholi, Bazargaon


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Sr.

No

Design

Chainage

(Km)

Existing

Chainage

(Km)

Type of

Junction Side

Carriage way


10 45.075 44.510 3 - Leg LHS 4.5 Kajali

11 48.000 47.340 3 - Leg LHS 4.0 Kanholibara

12 54.160 8.940 3 - Leg RHS 5.5 Bori

Hingani to Ghorad

13 54.830 8.270 4-Leg

LHS 7.0 Shiwangaon

RHS 5.5 Hingani

14 55.150 7.675 3 - Leg RHS 6.5 Hingani

15 58.370 5.140 3 - Leg RHS 3.5 Bramhani

VR- Village road, MDR- Major District road, SH-State Highway

The list of above major and minor junctions is indicative only and any additional Major /

minor junctions required in the Project Highway are to be constructed by the

Concessionaire in consultation with the Authority and theIndependentEngineer. No

change of scope on account of increase in number of Major / minor junctions will be

accepted.


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Appendix B-VIII

Details of Proposed Grade Separated Intersections

Nil


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Appendix B-IX

Details of Proposed Utility Structures

1 no of 600mm diameter NP4 pipe shall be provided at 500m intervals in the built-up locations

along with chamber connecting the utility duct provided. Thelocations shall be finalized in

consultation with Independent Engineer.


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Appendix B-X

Details of Proposed Vehicular Underpasses and Light Vehicular Underpasses

NIL


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Appendix B-XI

Details of Proposed cattle/ Pedestrian Underpasses

NIL


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Appendix B-XII

Details of new Major Bridges and Rehabilitation/Repair/widening Scheme for Existing Major

Bridges

A. Construction of new Major Bridges

NIL

B. Reconstruction/Rehabilitation/Repair/widening of existing Major bridges

The following bridges shall be retained with repair:

S.

No.

Design

Chainage

(Km)

Existing

Chainage

(Km)


Arrangement

(m)

Over all

width

(m)

Type of

Foundation

Sub

Structure

Super

Structure

Nagpur to Hingani

1 15.148 15.400 - Wall Girder 6 x 12.3 7.45

- Wall Girder 3 x 24.3 7.95


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Appendix B-XIII

Details of new Minor Bridges and Rehabilitation/Repair /widening Scheme for Existing Minor

Bridges

A. Construction of New Minor Bridges

- Nil

B. Reconstruction/Rehabilitation/Repair/Widening of Existing Minor Bridges/ Piped

Causeways

(i)The existing Bridges and Piped Causeways at the following locations shall be re-constructed as

new Structures:

S.

No

Existing

Chainage

(Km)

Design

Chainage

(Km)

Existing

Type of

Structure

Proposed

span

arrangement

of Bridge

Min. Clear Length

between inner faces

of dirt wall of

Proposed Bridge (m)

Proposed

Width of

Bridge

Nagpur to Hingani

1 33+800 33+847 PCW 3 x 6.0 18m 16.0m

2 38+200 38+193 PCW 1 x 8.0 8m 16.0m

3 47+400 47+338 PCW 3 x 6.0 18m 16.0m

4 47+700 47+868 PCW 2 x 5.0 10m 16.0m

5 11+380 51+538 MNB 2 x 8.0 16m 16.0m

6 10+740 52+702 MNB 2 x 7.1 14.2m 16.0m

Hingani to Ghorad

7 4+850 60+057 MNB 3 x 6.0 18m 16.0m

*-Concessionaire to coordinate with the PWD contractor for the design and construction of bridge and its

approaches

(ii)The following narrow bridges shall be widened with repair and rehabilitation:

S.

No

Existing

Chainage

(Km)

Design

Chainage

(Km)

Existing

Width

(m)

Span

Arrangement Proposal

Cross-section

at deck level -

Proposed Total

Deck Width

(m)

Nagpur to Hingani

1 18+300 18+368 8.20 1 x 6.1 Widening 16.0m

2 19+200 19+189 8.30 3 x 4.0 Widening 16.0m

3 21+000 21+032 8.20 3 x 6.95 Widening 16.0m

4 21+500 21+439 8.25 3 x 8.0 Widening 16.0m

5 45+230 45+632 8.30 3 x 7.1 Widening 16.0m

Hingani to Seloo

6 7+790 55+613 8.30 2 x 5.2 Widening 16.0m


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(iii)The following bridges shall beRetain with repair and rehabilitation:

S.

No

Existing

Chainage

(Km)

Design

Chainage

(Km)

Existing

Width

(m)

Span

Arrangement Proposal

Cross-section

at deck level

Proposed Total

Deck Width

(m)

1 10+300 10+208 20.50 1 x 4.80 Retain 20.50

2 14+330 14+464 8.10 (LHS),

8.20 (RHS)

5 x 6.10 (LHS),

5 x 6.35 (RHS) Retain

8.10 (LHS),

8.20 (RHS)

Note: Locations and spans are indicative. The same shall be designed by concessionaire and finalized in consultation with Independent Engineer (IE). Any changes in span

arrangement of any minor / major bridges as per factual requirements shall not be

treated as change of scope. The lowest soffit level and the minimum length between

inner faces of dirt wall of proposed structure shall not be less than specified above.


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Appendix B-XIV

7.1. Details of Proposed Scheme for Culverts

The existing culverts at the following locations shall be re-constructed as new culverts

and the width shall have the full road way width proposed.

Reconstruction of Pipe Culverts

S.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Type of

Culvert

Proposed Span /

opening (No. x Dia.

of Pipe/Span)

1 12.200 12.107 HPC 1x1.20

2 12.400 12.224 HPC 1x1.20

3 12.600 12.443 HPC 1x1.20

4 12.800 13.109 HPC 1x1.20

5 13.200 13.462 HPC 1x1.20

6 13.600 13.710 HPC 1x1.20

7 15.800 15.391 HPC 1 x 1.20

8 16.000 15.640 HPC 1x1.20

9 16.900 16.931 HPC 1 x 1.20

10 17.200 17.279 HPC 2x1.20

11 17.800 17.425 HPC 1x1.20

12 17.900 17.582 HPC 1x1.20

13 18.150 18.087 HPC 2x1.20

14 19.900 20.024 HPC 1x1.20

15 20.785 20.785 HPC 1x1.20

16 22.100 21.988 HPC 1x1.20

17 22.200 22.368 HPC 1x1.20

18 22.800 23.944 HPC 1x1.20

19 25.200 25.287 HPC 1x1.20

20 25.500 25.557 HPC 1x1.20

21 29.000 29.259 HPC 1x1.20

22 29.100 29.386 HPC 1x1.20

23 30.000 30.145 HPC 1x1.20

24 30.400 30.459 HPC 1x1.20

25 32.200 32.272 HPC 2x1.20

26 32.300 32.383 HPC 2x1.20

27 32.500 32.601 HPC 2x1.20

28 32.800 32.949 HPC 3x1.20

29 34.800 34.242 HPC 1x1.20

30 34.600 34.630 HPC 1x1.20

31 34.850 34.880 HPC 1x1.20

32 35.200 35.219 HPC 1x1.20

33 36.000 35.980 HPC 2x1.20


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S.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Type of

Culvert

Proposed Span /

opening (No. x Dia.

of Pipe/Span)

34 37.000 37.036 HPC 1x1.20

35 37.900 38.007 HPC 1x1.20

36 39.600 39.356 HPC 1 x 1.20

37 39.950 40.318 HPC 2x1.20

38 40.150 40.494 HPC 2x1.20

39 41.500 41.525 HPC 1x1.20

40 42.000 42.071 HPC 1x1.20

41 42.400 42.579 HPC 1x1.20

42 43.800 43.898 HPC 2x1.20

43 44.800 44.906 HPC 2x1.20

44 45.100 45.299 HPC 2x1.20

45 45.700 45.722 HPC 1x1.20

46 45.800 45.882 HPC 1x1.20

47 46.000 46.095 HPC 2x1.20

48 46.700 46.744 HPC 2x1.20

49 48.200 48.341 HPC 1x1.20

50 48.600 48.667 HPC 1x1.20

51 12.580 49.580 HPC 2x1.20

52 13.600 50.431 HPC 1x1.20

53 12.500 50.670 HPC 1x1.20

54 12.450 50.842 HPC 2x1.20

55 11.300 52.032 HPC 2x1.20

56 11.180 52.245 HPC 1x1.20

57 10.880 52.430 HPC 1x1.20

58 10.730 52.794 HPC 1x1.20

59 10.120 53.316 HPC 1x1.20

60 9.180 54.297 HPC 1x1.20

61 8.580 54.818 HPC 1x1.20

62 7.550 55.877 HPC 1x1.20

63 6.790 56.728 HPC 2x1.20

64 6.350 57.068 HPC 3x1.20

65 5.220 58.083 HPC 1x1.20

66 5.170 58.202 HPC 1x1.20

67 5.120 58.348 HPC 1x1.20

68 4.880 58.721 HPC 1x1.20

69 4.550 59.041 HPC 1x1.20

70 4.140 59.424 HPC 1x1.20

71 3.080 60.449 HPC 1x1.20

72 2.880 60.758 HPC 1x1.20

73 2.040 61.481 HPC 1x1.20


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7.2. Reconstruction of Box Culverts

S.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Existing

Type of

Culvert

Proposed

Type of

Culvert

Proposed Span /

opening (No. x

Dia. of

Pipe/Span)

1 9+600 9+507 HPC Box 1 x 4.0 x 2.0

2 10+800 10+934 HPC Box 1 x 5.0 x 1.5

3 14+000 13+858 HPC Box 1 x 5.0 x 1.5

4 16+100 15+701 HPC Box 1 x 5.0 x 1.5

5 16+600 15+763 HPC Box 1 x 3.0 x 2.0

6 38+500 38+468 HPC Box 1 x 3.0 x 2.0

7 44+700 44+866 HPC Box 1 x 3.0 x 2.0

7.3 Retaining / widening of existing culverts

All existing culverts which are not to be reconstructed shall be widened to the roadway

width of the Project Highway as per the typical cross section given in Section 7 of the

Manual. Retain with repair and rehabilitation and strengthening of existing structures

where required shall be carried out.

Widening of Slab culverts

S.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Existing

Type of

Culvert

Span Arrangement Existing

Width (m) Remarks

1 11+290 52+056 Slab 1x5.80 8.70 Widening

*-All structures retained/widened above shall be assessed for repair and rehabilitation measures

and the same shall be undertaken by the concessionaire in consultation with IE

7.4 Additional New Culverts shall be constructed as per the details given in the table below.

Sr. No. Design Chainage Type of Culvert Span / opening

(No. x Dia. of Pipe/Span)

Nil

In addition to above culverts, culverts on cross road shall be provided at the location of

Major / Minor junctions. The width of culverts at junctions shall be as per junction

design conforming to the Manual.

Note: Locations and spans are indicative. The same shall be designed by concessionaire

and finalized in consultation with IndependentEngineer. Any changes in increase of span

arrangement and construction of any additional box / pipe / slab culverts as per factual

requirements shall not be treated as change of scope.


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Appendix B-XV

A. Construction of New ROB

NIL

B. Rehabilitation/Repair /widening Scheme for Existing

NIL

C. Maintenance for existing

Sr.

No.

Existing

Chainage

Type of Structure No. of Spans with

span length (m) ROB/RUB

Substructure Superstructure

Nil


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Appendix B-XVI

Type and Width of Median

Type of Section Minimum width of Median(m)*

Plan and Rolling Terrain (Raised Type)

Built-up area in Land Constraint

locations

1.0 m (excluding kerb shyness)


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Appendix B-XVII

Location of drain and footpath

RCC drains and footpath shall be provided in all built-up areas listed in Schedule ‘B’ as per

provisions of 4-Lane Manual.

The Longitudinal drains shall be provided at the location specified below.

(a) RCC Covered Drain cum Footpath

i) In the following built-up sections with rigid pavement, Footpath cum Drain shall be

provided.

S. No Design chainage (Km)

Length (km) TCS Type Footpath cum

Drain (m) From To

1 9.480 10.280 0.800 2-10 1.50

2 10.280 10.480 0.200 2-6 1.50

3 10.480 11.480 1.000 2-5 1.50

4 11.480 11.780 0.300 2-8 1.50

5 11.780 11.980 0.200 2-2 1.50

6 11.980 12.480 0.500 2-4 1.50

7 12.480 13.480 1.000 2-7 1.50

8 13.480 13.980 0.500 2-2 1.50

9 13.980 14.280 0.300 2-3 1.50

10 14.280 14.480 0.200 2-1 1.50

11 14.480 14.580 0.100 2-10 1.50

12 14.580 15.580 1.000 2-3 1.50

13 15.580 17.400 1.820 2-7 1.50

14 56.540 56.980 0.440 2-14 1.50

15 58.080 58.180 0.100 2-14 1.50

16 0.000 0.500 0.500 2-12 1.50

ii) In the following built-up sections with flexible pavement, Footpath cum Drain shall be

provided.

S. No Design chainage (Km)

Length (km) TCS Type Footpath cum

Drain (m) From To

1 23.520 24.380 0.860 3-2 1.50

2 33.180 33.480 0.300 3-3 1.50


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(b) Drains in other locations

Lined or Unlined drains shall be provided in all other reaches in conformity with the Manual.


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Appendix B-XVIII

Details of extra widening in sharp curves

Extra widening at sharp curves has to be provided as per the provisions of the Manual and

within the available land.


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SCHEDULE - C

(See Clause 2.1)

PROJECT FACILITIES

I Project Facilities2

1.1 The Concessionaire shall construct the Project Facilities in accordance with the

provisions of this Agreement. Such Project Facilities shall include:

a) Toll plaza(s);

b) Roadside furniture;

c) Pedestrian facilities;

d) Tree plantation;

e) Truck lay-byes;

f) bus-bays and bus shelters;

g) Buildings for Traffic Aid Posts;

h) Building for Medical Aid Post;

i) Rest Areas;

j) Cattle crossings;

k) Toilet Blocks;

l) Highway Patrol;

m) Street Light;

n) Ambulances; and

o) Cranes;

1.2 Project Facilities to be completed on or before COD have been described in Annex-I of

thisSchedule-C.

2

This template is applicable to highway projects. It may be suitably revised in case of other projects.


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Annex – I

(Schedule-C)

Project Facilities3

1 Project Facilities

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

the [Two-Lane] Project. The Project Facilities shall

Include:

a) Toll plaza(s);

b) Roadside furniture;

c) Pedestrian facilities;

d) Tree plantation;

e) Truck lay-byes;

f) bus-bays and bus shelters;

g) Deleted;

h) Deleted;

i) Rest Areas;

j) Cattle crossings;

k) Toilet Blocks;

l) Deleted;

m) Street Light;

2 Description of Project Facilities

Each of the Project Facilities is briefly described below:

(a) Toll Plaza(s);

NIL

(b) Roadside Furniture;

Overhead Gantry Signs

As stipulated in the Manual of Specifications and Standards.Overhead Gantry shall be

provided at following locations as a minimum. Exact locations shall be finalized in

discussion Independent Engineer/Authority.


Chainage Location Remarks

9+480 CRPF Gate Full width

17+300 Nagpur ORR Full width

Other Roadside Furniture

3



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Project Facility Location Design

Requirement

Traffic Signs Along Project Highway, as per

Manual

As per

Schedule D

Pavement Markings Entire Project Highway As per

Schedule D

LED Traffic Blinkers Along Project Highway, as per

Manual

As per

Schedule D

Crash barrier Along Project Highway, as per

Manual

As per

Schedule D

Delineators Along Project Highway, as per

Manual

As per

Schedule D

Boundary stones Entire Project Highway As per

Schedule D

Hectometer / Kilometer stones Entire Project Highway As per

Schedule D

Reflective Pavement Markers (Road

Studs)

Along Project Highway, as per

Manual As per Schedule D

MS Railing All built-up on either side of

carriage way

As per

Schedule D

(c) Pedestrian Facilities;

As stipulated in the Manual of Specifications and Standards. Including but not limited to

the following:

i) Pedestrian guardrail shall be Provided at each bus stop location, Schools,

Junctions/Intersections, built up sections, Subways etc. as per section 9.8.3 of the

Two laning Manual.

ii) Pedestrian Crossings shall be provided near Junctions/Intersections.

(d) Tree Plantation;

As stipulated in the Manual of Specifications and Standards. However, provision of 200

nos of trees for every kilometer (The height of the sapling shall be 2 m) shall be provided

as a minimum. The type of sapling and location shall be finalized in consultation with

Independent Engineer/ Authority.

Note: Any increase in number of tree as per actual requirement shall not be treated as

change of scope

(e) Truck Lay-Byes;

SL.No. Road Design Chainage (Km) Side

1 Nagpur – Hingana – Hingani

– Ghorad 24.400 RHS

(f) Bus-Bays and Bus Shelters;


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20 No’s. Bus shelters shall be provided as listed below, and conforming to Section 12 of

Manual of Specifications and Standards specified in schedule D.Exact Locations shall be

finalized in consultation with Authority/ Independent Engineer.

Nagpur – Hingana – Hingani – Seloo – Madani – Sirasgaon

S.No. Design Chainage (Km) Village Name Side

1 23.700 Mohgaon Both

2 30.400 Ambazari Both

3 31.900 Sesh Nagar Both

4 33.350 Bazargaon Both

5 38.000 Kavdas Both

6 41.020 Navegaon Both

7 45.700 Pendhari Both

8 55.100 Hingani Both

9 56.800 Mohi Both

10 58.130 Kinhi Both

(g) Deleted

(h) Deleted

(i) Rest Areas

NIL

(j) Cattle Crossings

NIL

(k) Toilet Blocks

In all,two toilet blocks shall be constructed,and the locations shall be finalized in

discussion with Independent Engineer/ with Authority.

S. No. Design Chainage (Km) Existing Chainage (Km) Location/ Village name

1 23.400 23.250 Mohgaon

2 54.700 8.800 Hingani

(l) Deleted

(m) Street Lighting

The street lighting shall be provided as per the Manual and shall cover the following

sections as a minimum:


Length (km) From To

1 9.480 10.280 0.800

2 10.280 10.480 0.200


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Length (km) From To

3 10.480 11.480 1.000

4 11.480 11.780 0.300

5 11.780 11.980 0.200

6 11.980 12.300 0.320

7 12.300 14.530 2.230

8 14.530 15.030 0.500

9 15.030 15.300 0.270

10 15.300 15.600 0.300

11 15.600 17.400 1.800

12 23.520 24.380 0.860

13 33.180 33.480 0.300

14 52.400 52.600 0.200

15 56.540 56.980 0.440

16 58.080 58.180 0.100

The length shown above is indicative only. Exact Locations shall be finalized in consultation with

Authority.

(n) Ambulances

One Ambulance unit shall be made available during the Concession period at the

following locations.


1 33.200 33.200 Bazargaon

(o) Cranes

One craneshall be made available during the Concession period at the following

locations.


1 33.200 33.200 Bazargaon

SCHEDULE - D

(See Clause 2.1)


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SPECIFICATIONS AND STANDARDS

1 Specification and Standards for the Project4

The Concessionaire shall comply with the Specifications and Standards set forth in

Annex-I of this Schedule-D for construction of the Project.

[Note 1: The Authority shall prepare a “Manual of Specifications and Standards for State

Highways”. Only the basic/fundamental requirements of design and construction shall

be laid down in the Manual, and greater emphasis shall be placed on prescribing the

output Specifications that have a direct bearing on the level and quality of service for

users. The manual shall be published and applied to all Annuity Road Projects of the

Authority. This would remove the element of uncertainty in Project Design and help in

laying down cost-effective Specifications and Standards across the Country.

4



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Annex - I (Schedule-D)

Specifications and Standards for the Project5

1 Manual of Specifications and Standards to apply

All Materials, works and construction operations shall conform to the “Manual of

Specifications and Standards for Two Laning of Highways with Paved Shoulder (First

Revision)” published by the Indian Roads Congress – IRC:SP:73-2015 for 2 laning

stretches, and “Manual of Specifications & Standards for Four Laning of Highways

through Public Private Partnership (First Revision)” published by the Indian Roads

Congress – IRC:SP:84-2015 for Four Laning stretches shall be applicable. Where the

specification for a work is not given, Good Industry Practice shall be adopted to the

satisfaction of the Independent Engineer and Authority.

2 Deviations from the Manual

Notwithstanding anything to the contrary contained in the Paragraph 1 above, the

following Specifications and Standards shall apply to the Project Highway, and for

purposes of this Agreement, aforesaid Specifications and Standards shall be deemed to

be amended to the extent set forth below:

Sl.

No.

Clause No. of

manual

Description Deviation

1 Cl. 2.2 Design Speed

The design speed of the highway shall be as

given in Schedule B.

Design Speed has been reduced in Built up

Sections and hill sections, to design the project

road within available ROW.

2 Cl. 2.3 ROW The width of proposed Right of Way shall be as

per Schedule B.

3 Cl. 2.9.6 Sight Distance

As a minimum, Safe Stopping Sight Distance

shall be followed at

critical/constrained locations

4 Cl.2.9.7.2 Hilly sections The vertical gradient shall not be greater than

Limiting gradient

5 Cl. 2.15 Utility Corridor

Width of Utility Corridor shall be 2m or less

subjected to land width availability. The utility

corridor and longitudinal drain shall be

accommodated within the available space

5


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