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
1 | P a g e
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
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
2 | P a g e
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
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.
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
3 | P a g e
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
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
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
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
16 18.500 22.500 18.480 22.480 4000 27 Agriculture land
17 22.500 23.400 22.480 23.520 1040 20 Agriculture land
18 23.400 24.220 23.520 24.380 860 20 Mohgaon
19 24.220 25.300 24.380 25.480 1100 20 Agriculture land
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
24 30.300 33.120 30.480 33.180 2700 24 Agriculture land
25 33.120 33.450 33.180 33.480 300 24 Bazargon
26 33.450 37.800 33.480 37.915 4435 24 Agriculture land
27 37.800 37.950 37.915 38.080 165 24 Kavdas
28 37.950 40.750 38.080 40.880 2800 24 Agriculture land
29 40.750 41.340 40.880 41.480 600 20 Agriculture land
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
33 44.960 45.140 45.100 45.280 180 22 Agriculture land
34 45.140 45.840 45.280 45.550 270 16 Agriculture land
35 45.840 46.030 45.550 45.740 190 16 Pendhari
36 46.030 46.520 45.740 46.230 490 16 Agriculture land
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
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
5 | P a g e
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
Existing
Chainage(Km)
Design
Chainage(Km) Length(m) Available
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
44 31.370 33.660 51.520 53.810 2290 24 Agriculture 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
48 6.520 1.850 56.980 61.700 4720 24 Agriculture land
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
3 14.780 15.180 0.400 7.5, Dual carriageway 4-Lane divided
4 15.180 15.480 0.300 12.0 to 13.5 Non-standard
5 15.480 17.480 2.000 7.0, Dual carriageway 4-Lane divided
6 17.480 17.780 0.300 7.7, Dual carriageway 4-Lane divided
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
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
S. No. Existing Chainage (Km)
Length (km) Carriageway Width (m) Lane Configuration From To
9 32.080 37.780 5.700 5.5 to 5.7 Intermediate lane
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
12 38.980 40.680 1.700 5.5 to 5.6 Intermediate 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
16 43.680 45.780 2.100 5.5 to 7.5 Intermediate 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
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
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
Type of structure Existing Span
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
3 18.300 Open/Raft Wall Solid Slab 1 x 6.10 8.20
4 19.200 Open/Raft Wall Solid Slab 3 x 4.00 8.30
5 21.000 Open/Raft Wall Solid Slab 3 x 6.95 8.20
6 21.500 Open/Raft Wall Solid Slab 3 x 8.00 8.25
7 45.230 Open/Raft Wall Solid Slab 3 x 7.10 8.30
8 11.380 Open/Raft Wall Solid Slab 2 x 5.40 7.70
9 10.740 Open/Raft Wall Solid Slab 2 x 7.10 7.80
Hingani to Ghorad
10 4.850 Open/Raft Wall Solid Slab 3 x 4.65 7.10
11 7.790 Open/Raft Wall Solid Slab 2 x 5.20 8.30
8. Culverts& Piped Causeways
The site includes the following Culverts & Piped Causeways(PCW)
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
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
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
S. No. Existing Chainage
(Km) Type of Culvert
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
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
10 | P a g e
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. Existing Chainage
(Km) Type of Culvert
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
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
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
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
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
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 &
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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
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
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
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
15 | P a g e
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
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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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
2 10.280 10.480 0.200 2-6 Built-up Reconstruction 4 Lane with PS Rigid
3 10.480 11.480 1.000 2-5 Built-up Reconstruction 4 Lane with PS Rigid
4 11.480 11.780 0.300 2-8 Built-up Reconstruction 4 Lane with PS Rigid
5 11.780 11.980 0.200 2-2 Built-up Reconstruction 4 Lane with PS Rigid
6 11.980 12.300 0.320 2-4 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
8 14.530 15.030 0.500 2-3 Built-up Reconstruction 4 Lane with PS Rigid
9 15.030 15.300 0.270 2-15 Built-up Overlay with widening 4 Lane with PS Flexible
10 15.300 15.600 0.300 2-7 Built-up Reconstruction 4 Lane with PS Rigid
11 15.600 17.400 1.800 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
15 23.520 24.380 0.860 3-2 Built-up Overlay with widening 2 Lane with PS Flexible
16 24.380 25.480 1.100 5-5 Rural Open Overlay with widening 2 Lane with ES Flexible
17 25.480 25.980 0.500 5-7 Rural Open Overlay with widening 2 Lane with ES Flexible
18 25.980 30.080 4.100 5-5 Rural Open Overlay with widening 2 Lane with ES Flexible
19 30.080 33.180 3.100 5-7 Rural Open Overlay with widening 2 Lane with ES Flexible
20 33.180 33.480 0.300 3-3 Built-up Overlay with widening 2 Lane with PS Flexible
21 33.480 35.260 1.780 5-7 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
23 40.880 41.480 0.600 1-10 BTR Buffer zone Overlay without widening No widening Flexible
24 41.480 44.280 2.800 1-8 BTR Buffer zone Overlay without widening No widening Flexible
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S.No Design Chainage (Km)
Length (km) TCS Type Land use
Overlay /Overlay with
widening
/Reconstruction
Widening Proposal Type of
Pavement From To
25 44.280 44.980 0.700 1-10 BTR Buffer zone Overlay without widening No widening Flexible
26 44.980 45.100 0.120 1-11 BTR Buffer zone Overlay without widening No widening Flexible
27 45.100 45.300 0.200 1-13 BTR Buffer zone Overlay without widening No widening Flexible
28 45.300 46.180 0.880 1-9 BTR Buffer zone Overlay without widening No widening Flexible
29 46.180 48.480 2.300 1-4 BTR Buffer zone Overlay without widening No widening Flexible
30 48.480 48.980 0.500 1-1 BTR Buffer zone Overlay without widening No widening Flexible
31 48.980 49.280 0.300 1-2 BTR Buffer zone Overlay without widening No widening Flexible
32 49.280 49.480 0.200 1-3 BTR Buffer zone Overlay without widening No widening Flexible
33 49.480 49.730 0.250 1-5 BTR Buffer zone Overlay without widening No widening Flexible
34 49.730 50.150 0.420 1-5 BTR Buffer zone Overlay without widening No widening Flexible
35 50.150 50.480 0.330 1-6 BTR Buffer zone Overlay without widening No widening Flexible
36 50.480 51.700 1.220 1-7 BTR Buffer zone Overlay without widening No widening Flexible
37 51.700 52.400 0.700 1-12 BTR Buffer zone Overlay without widening No widening Flexible
38 52.400 52.600 0.200 1-14 Built-up Reconstruction No widening Rigid
39 52.600 55.600 3.000 1-12 BTR Buffer zone Overlay without widening No widening Flexible
40 55.600 56.540 0.940 5-7 Rural Open Overlay with widening 2 Lane with ES Flexible
41 56.540 56.980 0.440 2-14 Built-up Reconstruction 2 Lane with PS Rigid
42 56.980 58.080 1.100 5-7 Rural Open Overlay with widening 2 Lane with ES Flexible
43 58.080 58.180 0.100 2-14 Built-up Reconstruction 2 Lane with PS Rigid
44 58.180 61.700 3.520 5-7 Rural Open Overlay with widening 2 Lane with ES Flexible
Hingani village section (Length = 500m)
1 0.000 0.500 0.500 2-12 Built-up Reconstruction 2 Lane with PS Rigid
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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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Hybrid Annuity Mode
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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
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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
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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
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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Wardha in the State of Maharashtra under MRIP on Hybrid Annuity Mode
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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Construction of Two-laning with paved shoulders Road under Package NAG-130-Dist. Nagpur &
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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
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
16 18.500 22.500 18.480 22.480 4000 27 Agriculture land
17 22.500 23.400 22.480 23.520 1040 20 Agriculture land
18 23.400 24.220 23.520 24.380 860 20 Mohgaon
19 24.220 25.300 24.380 25.480 1100 20 Agriculture land
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
24 30.300 33.120 30.480 33.180 2700 24 Agriculture land
25 33.120 33.450 33.180 33.480 300 24 Bazargon
26 33.450 37.800 33.480 37.915 4435 24 Agriculture land
27 37.800 37.950 37.915 38.080 165 24 Kavdas
28 37.950 40.750 38.080 40.880 2800 24 Agriculture land
29 40.750 41.340 40.880 41.480 600 20 Agriculture land
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
33 44.960 45.140 45.100 45.280 180 22 Agriculture land
34 45.140 45.840 45.280 45.550 270 16 Agriculture land
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S. No
Existing
Chainage(Km)
Design
Chainage(Km) Length(m) Available
ROW Land use
From To From To
35 45.840 46.030 45.550 45.740 190 16 Pendhari
36 46.030 46.520 45.740 46.230 490 16 Agriculture land
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
44 31.370 33.660 51.520 53.810 2290 24 Agriculture 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
48 6.520 1.850 56.980 61.700 4720 24 Agriculture land
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
width (m) Leading towards
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
width (m) Leading towards
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)
Type of structure Existing Span
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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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
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.
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
95 | P a g e
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
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.
Nagpur – Hingana – Hingani – Ghorad
Chainage Location Remarks
9+480 CRPF Gate Full width
17+300 Nagpur ORR Full width
Other Roadside Furniture
3
This template is applicable to highway projects. It may be suitably revised in case of other projects.
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
96 | P a g e
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
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;
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
97 | P a g e
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
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:
S. No Design Chainage (Km)
Length (km) From To
1 9.480 10.280 0.800
2 10.280 10.480 0.200
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
98 | P a g e
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) 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.
S. No. Design Chainage (Km) Existing Chainage (Km) Location/ Village name
1 33.200 33.200 Bazargaon
(o) Cranes
One craneshall be made available during the Concession period at the following
locations.
S. No. Design Chainage (Km) Existing Chainage (Km) Location/ Village name
1 33.200 33.200 Bazargaon
SCHEDULE - D
(See Clause 2.1)
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
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
This template is applicable to highway projects. It may be suitably revised in case of other projects.
PUBLIC PRIVATE PARTNERSHIP IN HYBRID ANNUITY PROJECTS
100 | P a g e
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
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
This template is applicable to highway projects. It may be suitably revised in case of other projects.