Annuity Project

Public Private Partnership in

Annuity Project

DRAFT CONCESSION AGREEMENT

VOLUME-II: SCHEDULES

FOR

RSHIP Package-1 : Development and Maintenance of Kanwas -Khanpur - Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) – Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) under Design, Build, Operate/ Maintain and Transfer on Annuity Mode.

Public Works Department Government of Rajasthan

SCHEDULE-A (See Clause 10.1)

SITE OF THE PROJECT

1 The Site

1.1 Site of the Intermediate-Lane/ Two 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 the Project has been described in Annex-I of this Schedule-A. This land shall be acquired by the Authority, at its own cost and upon acquisition, such land shall form part of the Site and vest in the Authority.

Annex-I (Schedule-A)

Site for Project

Highway-1: Kanwas -Khanpur -Aklera section of SH-74

1. SITE

The Site of the Intermediate Lane Highway-1 comprises the section of State Highway No.74 as under: Kanwas-Khanpur-Aklera section: Commencing from km 11.730 at Awan Junction (with SH 74 A), Near Kanwas to km 86.950 at Junction with NH-52, near Arnia in the State of Rajasthan having existing total length of 75.22 kms

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

2. LAND

The Site of the Highway-1 comprises the land described in Table A-1(a) and A-1 (b) herein below.

4 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Table A-1(a)

Existing Chainage (km) Proposed S. Total existing ROW Remarks Grant of Vacant No. ROW (m) (m) Access and From To Right of way on or before 11.730 13.490 20.0 Kanwas Appointed 1 20.0 Date on or before 13.490 15.020 22.0 Appointed 2 22.0 Date Within 180 days of 15.020 15.140 27.0 Toll Plaza Appointed 3 62.0 Date Toll Plaza Within 180 days of 15.140 15.270 27.0 Appointed 4 89.0 Date Toll Plaza Within 180 days of 15.270 15.380 27.0 Appointed 5 62.0 Date on or before 15.380 16.070 30.0 Appointed 6 30.0 Date on or before 16.070 16.850 17.0 Appointed 7 17.0 Date Within 180 days of 15.0 Appointed 8 16.850 16.960 18.2 Date Within 180 days of 15.0 Appointed 9 16.960 17.130 20.0 Date 5 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Within 180 days of 15.0 Appointed 10 17.130 17.180 18.0 Date on or before 17.180 19.010 18.0 Appointed 11 18.0 Date Within 180 days of 19.010 19.150 13.0 Appointed 12 16.10 Date on or before 19.150 23.410 20.5 Appointed 13 20.5 Date on or before 23.410 23.710 18.0 Appointed 14 18.0 Date on or before 23.710 25.120 22.0 Appointed 15 22.0 Date on or before 25.120 25.700 18.0 Appointed 16 18.0 Date on or before ROW as 25.700 26.700 12.0 Appointed available 17 12.0 Date on or before 26.700 29.140 18.0 Appointed 18 18.0 Date on or before 29.140 30.850 24.0 Appointed 19 24.0 Date on or before Panwad 30.850 31.930 23.0 Appointed Village 20 23.0 Date on or before Panwad 31.930 32.610 18.0 Appointed Village 21 18.0 Date

6 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

on or before Panwad 32.610 33.160 22.0 Appointed Village 22 22.0 Date on or before 33.160 34.370 20.0 Appointed 23 20.0 Date on or before 34.370 35.830 24.0 Appointed 24 24.0 Date on or before Dahikheda 35.830 37.030 17.0 Appointed Village 25 17.0 Date on or before 37.030 42.710 26.0 Appointed 26 26.0 Date on or before 42.710 44.550 24.0 Appointed 27 24.0 Date Within 180 Khanpur days of 44.550 49.450 0.0 Bypass Appointed 28 30.0 Date on or before 49.450 55.280 25.0 Appointed 29 25.0 Date on or before 55.280 61.410 27.0 Appointed 30 27.0 Date on or before Sarola Kalan 61.410 62.720 15.0 Appointed Village 31 15.0 Date on or before 62.720 64.400 35.0 Appointed 32 35.0 Date Within 180 days of 64.400 64.730 36.0 Appointed 33 44.3 Date

7 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

on or before 64.730 65.160 27.0 Appointed 34 27.0 Date Toll Plaza Within 180 days of 65.160 65.250 37.0 Appointed 35 69.3 Date Toll Plaza Within 180 days of 65.250 65.420 37.0 Appointed 36 90.5 Date Within 180 days of 65.420 65.470 37.0 Toll Plaza Appointed 37 69.3 Date on or before 65.470 65.840 25.0 Appointed 38 25.0 Date on or before 65.840 68.860 22.0 Appointed 39 22.0 Date Within 180 days of 68.860 69.060 18.0 Appointed 40 18.6 Date Within 180 days of 69.060 69.290 18.0 Appointed 41 22.5 Date on or before 69.290 69.490 20.0 Appointed 42 20.0 Date Within 180 days of 69.490 69.550 16.0 Appointed 43 16.8 Date Within 180 days of 69.550 69.630 13.0 Appointed 44 17.4 Date

8 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Within 180 days of 69.630 69.670 13.0 Appointed 45 13.8 Date on or before 69.670 73.280 21.0 Appointed 46 21.0 Date on or before 73.280 73.680 19.0 Appointed 47 19.0 Date on or before 73.680 74.480 15.0 Taraj Village Appointed 48 15.0 Date on or before 74.480 76.550 22.0 Appointed 49 22.0 Date on or before 76.550 77.430 20.0 Appointed 50 20.0 Date Within 180 days of 77.430 77.800 22.0 Appointed 51 26.5 Date on or before 77.800 78.660 22.0 Appointed 52 22.0 Date on or before 78.660 85.940 23.0 Appointed 53 23.0 Date on or before 85.940 86.950 25.5 Appointed 54 25.5 Date

Table A-1 (b)

Existing Chainage (km) Remarks S. No. Proposed ROW(m) From To

9 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Khanpur Bypass to 1 44.530 49.380 30 be acquired

3. CARRIAGEWAY

3.1 Carriageway

The present width of main carriageway and shoulders of the Highway-1 are given in Table A-2.

Table A-2 Width of main carriageway Existing Chainage Width of S. Type of Width of (km) Length (km) Shoulders No. Carriageway Carriageway From To (m) 1 11.730 13.590 1.860 CC, BT, K Two Lane 0.2 to1.2 Less than Single 2 13.590 14.820 1.230 BT 0.2 to 1.0 Lane 3 14.820 15.920 1.100 BT Single Lane 0.5 to 1.0 Intermediate 4 15.920 17.120 1.200 BT 1.0 to1.2 Lane Less than Single 5 17.120 23.190 6.070 BT 1.0 to1.2 Lane 6 23.190 23.750 0.560 BT,CC Two Lane 0.6 to 1.2 7 23.750 26.405 2.655 BT Single Lane 0.8 to 1.2 8 26.405 30.480 4.075 BT Single Lane 0.8 to 1.2 9 30.480 31.450 0.970 Rigid Two- Lane 0.4 to 0.8 Less than Single 10 31.450 33.120 1.670 BT 0.8 to 1.0 Lane 11 33.120 35.620 2.500 BT Single Lane 0.6 to 0.8 Intermediate 12 35.780 37.050 1.270 Rigid ,K 0.6 to 0.8 Lane 13 37.050 40.580 3.530 BT Single Lane 0.8 to 1.2 Intermediate 14 40.580 41.180 0.600 BT, Rigid 0.4 to 0.8 Lane 15 41.180 44.530 3.350 BT Single Lane 1.0 to 1.2 Intermediate 16 49.380 61.720 12.340 BT 0.6 to 1.2 Lane Intermediate 17 61.720 62.570 0.850 BT, Rigid, K - Lane 10 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Less than Single 18 62.570 73.720 11.150 BT 0.8 to 1.0 Lane Intermediate 19 73.720 74.570 0.850 BT, Rigid 0.5 to 1.0 Lane Less than Single 20 74.570 77.020 2.450 BT 0.5 to 1.0 Lane 21 77.020 79.020 2.000 BT Single Lane 0.5 to 0.8 Less than Single 22 79.020 86.950 7.930 BT 0.8 to 1.2 Lane BT=Bituminous Pavement, CC= Cement Concrete Pavement, K= Kharanja (Stone Pavement)

3.2 Carriageway of Service Road

The present width of carriageway of the service road is given in Table A-3.

Table A-3 Width of service road

S. No. Existing Chainage (km) Side Length Width of From To (LHS,RHS,BOTH) Carriageway

Nil

4. MAJOR BRIDGES

The major bridges in the Site on main Carriageway are given in Table A-4.

Table A-4 List of major bridges

Existing Name of Total Overall Type of Type of Type of S. Span Chainage Bridge. Length Width Super Sub Foundation No. Arrangement (km) Channel (m) (m) Structure Structure Kalisindh 1 26.240 23 x 24.60 565.8 12 PSC RCC Open Bridge

5. RAILWAY CROSSINGS

11 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

5.1 Railway Level Crossings

The Railway level crossings in the Site are given in Table A-5.

Table A-5 List of Railway level crossings

Existing Chainage(km) L.C Number. Railway km Width of Railway S. No. Land Nil

5.2 Road Over/Under Bridges (ROB/RUB)

A. The details of Road Over Bridges in the Site are given in Table A-6.

Table A-6 List of ROBs

Clear Type of Type of Total Overall S. Existing Span Height Super Sub Type of Length Width No. Chainage Arrangement Available Structure Structure Foundation Nil

B. The details of Road Under Bridges in the Site are given in Table A-7.

Table A-7 List of RUBs

Span Vertical Clear Type of Type of Type of S. Existing Arrangement clearance Width Super Sub Foundation No. Chainage Structure Structure Nil

6 GRADE SEPARATED STRUCTURES

The Site includes the following grade separated structures:

6.1 Interchanges

The details of interchanges are given in Table A-8.

12 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Table A-8 List of Interchanges

Type of Type of Type of Type of Span Vertical Overall S. Existing Inter Super Sub Foundation Arrangement Clearance Width No. Chainage Change Structure Structure of Main Structure Nil

6.2 Vehicular and Light Vehicular Underpasses

The details of vehicular underpasses and light vehicular underpasses are given in Table A-9

Table A-9 List of vehicular and light vehicular underpasses

Span Vertical Overall Type of Type of Type S. Existing Arrangement Clearance Width Super Sub Foundation No. Chainage (in m) structure Structure Nil

6.3 Pedestrian, Cattle Underpasses

The details of pedestrian and cattle underpasses are given in Table A-10.

Table A-10 List of pedestrian and cattle underpasses

S. Existing Span Vertical Overall Type of No. Chainage Arrangement Clearance Width structure Nil

6.4 Vehicular Overpasses

The details of vehicular overpasses are given in Table A-11.

13 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Table A-11 List of vehicular overpasses

Span Available Clearance Overall Type of Type of Arrangement Width Sub Foundation S. Horizontal Vertical including Type of structure No. Existing Crash Super barrier. Chainage structure Railing. Parapet Nil

7 MINOR BRIDGES

(i) The details of existing minor bridges on main carriageway are given in Table A-12.

Table A-12 List of minor bridges on main carriageway

Existing Type of Type of Span Total Type of S. No. Chainage Total Width Super Sub Arrangement Length Foundation (km) Structure Structure 1 19.817 3 x 2.10 7 6.40 Stone Masonry Open 2 20.104 5 x 2.10 11 5.90 Stone Masonry Open 3 20.700 7 x 2.10 14 6.40 Stone Masonry Open 4 22.055 2 x 3.20 7 5.90 Stone Masonry Open 5 24.413 2 x 3.90 12 5.90 RCC Masonry Open 6 25.318 3 x 3.80 12 5.90 Stone Masonry Open 7 32.400 3 x 6.00 18 7.90 RCC Masonry Open 8 36.900 3 x 5.40 17 7.00 Stone Masonry Open 9 58.351 2 x 3.60 7.5 8.10 RCC Masonry Open 10 61.970 2 x 7.70 16 8.10 RCC Masonry Open 11 72.497 3 x 4.00 12 7.80 RCC Masonry Open 12 75.700 3 x 3.70 12 7.70 RCC Masonry Open 13 76.375 2 x 3.70 8 7.50 RCC Masonry Open (1 x 3.2), 14 78.308 11 11.70 RCC Masonry Open (2 x 3.50) 15 78.755 2 x 3.60 7.5 7.60 RCC Masonry Open 16 80.532 2 x 3.50 7.5 7.50 RCC Masonry Open (1 x 3.35), 17 81.071 11 11.50 RCC Masonry Open (2 x 3.80) 14 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

18 84.467 2 x 6.80 14 11.90 RCC Masonry Open

(ii) The details of minor bridges on the service road are given in Table A-13.

Table A-13 List of minor bridges on service road

Existing Side Span Total Overall Type of Type of Type of S. Chainage LHS.RHS Arrangement Length Width Super Sub Foundation No. (km) .Both) Structure Structure Nil

8 CULVERTS

(i) The details of existing culverts on main carriageway are given in Table A-14.

Table A-14 List of culverts on main road

Existing Size , No. and Pipe Overall Width S. No. Type of Culvert Chainage (km) Dia (m) 1 14.303 RCC Slab Culvert 1 x 5.8 7.7 2 15.050 RCC Slab Culvert 1 x 3.35 7.7 3 15.963 Pipe culvert 3 x 0.6 7.4 4 16.675 Pipe culvert 1 x 0.45 9.3 5 16.980 RCC Slab culvert 3 x 2 6.1 6 19.600 Pipe culvert 3 x 0.7 7.7 7 23.660 Pipe culvert 1 x 0.6 7.4 8 25.183 Pipe culvert 2 x 0.6 7.3 9 27.581 Stone Slab culvert 1 x 3 6.2 10 30.484 RCC Slab culvert 3 x 2.3 8.6 11 32.082 RCC Slab culvert 1 x 3.5 7.6 12 33.082 Slab Drain 1 x 1.2 7.8 13 33.526 RCC Slab culvert 1 x 2.1 4.9 14 34.850 Pipe culvert 1 x 0.9 6.2 15 35.025 Stone culvert 1 x 2.3 6.2 16 37.135 Pipe culvert 2 x 0.6 7.2 17 37.464 RCC Slab culvert 1 x 4.6 7.4

15 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

18 41.570 Pipe culvert 2 x 1 7.6 19 42.690 Pipe culvert 2 x 0.6 7.4 20 44.610 RCC Slab culvert 1 x 6 8.1 21 45.490 Pipe culvert 2 x 0.6 7.4 22 51.020 Pipe culvert 1 x 0.3 7.4 23 52.217 RCC Slab culvert 1 x 6.4 7.3 24 52.608 RCC Slab culvert 1 x 4.6 7.4 25 53.656 Pipe culvert 1 x 0.6 7.4 26 53.800 Pipe culvert 3 x 1 9.9 27 55.272 RCC Slab culvert 1 x 4.2 7.4 28 55.576 RCC Slab culvert 1 x 4.2 8.1 29 57.890 Pipe culvert 1 x 0.6 7.7 30 58.230 Pipe culvert 3 x 1 9.9 31 60.719 Pipe culvert 1 x 0.9 7.9 32 61.635 Pipe culvert 1 x 0.3 5.9 33 61.932 RCC Slab culvert 1 x 4 7.9 34 62.700 Slab Drain 1 x 2.4 7.9 35 63.250 RCC Slab culvert 1 x 2.7 8.2 36 64.134 RCC Slab culvert 1 x 2.7 8.2 37 65.034 Pipe culvert 1 x 0.3 7.7 38 67.323 Pipe culvert 1 x 0.3 7.7 39 67.911 RCC Slab culvert 1 x 2.6 8.2 40 68.637 RCC Slab culvert 1 x 3.1 8.2 41 71.470 Pipe culvert 2 x 0.9 7.6 42 71.663 Pipe culvert 1 x 0.9 7.6 43 76.577 Pipe culvert 2 x 1 12.5 44 79.734 RCC Slab culvert 1 x 3.4 6.9 45 85.244 RCC Slab culvert 1 x 4.4 11.9

(ii) The Culverts on service road are given in Table A-15.

Table A-15 List of culverts on service road

Existing Chainage Type of Size No. and HP S. No Culvert Dia Overall Width Nil

16 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

9 BUS BAYS & TRUCK LAY BYES

The total number of existing bus bays and truck lay byes on the Highway-1 is given below:

(i) No. of Bus bays on LHS - Nil (ii) No. of Bus bays on RHS - Nil (iii) No. of Truck lay-byes on LHS - Nil (iv) No. of Truck lay-byes on RHS - Nil

10 INTERSECTIONS

The details of intersections are given in Table A-16.

Table A-16 List of intersections

S. No. Existing Chainage Side Type of Category of Cross Road (km) Intersections NH,SH,MDR,ODR,VR (Y,T) 1 11.730 Both . SH 74 A

2 12.880 Left Y MDR

3 12.900 Right T Kanwas Internal Road

4 13.500 Right Y Kanwas Bypass

5 15.100 Left T VR

6 19.300 Left . VR

7 20.500 Right T VR

8 21.100 Left T VR

9 22.880 Right T VR

10 23.300 Left T VR

11 23.880 Both . VR

12 23.900 Right T VR

17 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

13 28.900 Left Y VR

14 30.300 Both . VR

15 32.100 Right T VR

16 33.500 Left T VR

17 37.300 Right Y VR

18 42.500 Left T VR

19 46.870 Both . SH (Baran-Jhalawar Mega highway)

20 47.120 Right Y VR

21 54.100 Right T VR

22 54.500 Left T VR

23 56.100 Right T VR

24 56.600 Left T VR

25 57.900 Right Y VR

26 68.500 Right T VR

27 74.100 Left T Village Internal Road

28 74.900 Left T VR

29 78.300 Right T VR

30 80.900 Right T VR

31 82.300 Right T VR

32 83.500 Left T VR

33 86.500 - T NH 52 (Old NH 12)

(NH: National Highway, SH: State Highway, MDR: Major District Road, ODR: Other District Road, VR: Village Road)

18 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

11 STRETCHES PASSING THROUGH ABUTTING FOREST AREA

The stretches of Highway-1 given in Table A-17 are passing through abutting forest area.

Table A-17 Sections passing through abutting forest

Existing Sl. Length Name of the Forest Area Chainage(km) Side (Left, Right, both) No (km) From To 1 Kanwas (RF) 11.830 12.330 Left (near to Road) 0.500 2 Dhoolet (PF) 25.100 26.110 Both Sides 1.000 3 Rari Jhagra (PF) 37.360 37.460 RHS touching ROW 0.100 4 Hathola Khurd (PF) 58.380 60.040 RHS touching ROW 1.650 5 Bhutardawas (PF) 66.320 67.630 RHS touching ROW 1.300 6 Malanwasa Taraj (PF) 75.970 78.030 Both Sides 2.050 7 Kotda Dayal Bheel (PF) 82.350 83.560 Both Sides 1.200

12 STRETCHES PASSING THROUGH ABUTTING WILDLIFE AREA

The stretches of Highway-1 given in Table A-18 are passing through, abutting wildlife area.

Table A-18- Sections abutting wildlife area

Existing Chainage S. Name of the Wildlife Length (km) Side (Left. Right , both) No Area (km) From To Nil

13 STRETCHES PASSING THROUGH .ABUTTING CRZ AREA

The stretches of Highway-1 given in Table A-19 are passing through, abutting CRZ area. 19 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Table A-19 Sections passing through CRZ area

S. No Name of the Existing Chainage (km) Length Type of CRZ From To CRZ I . II . III Nil

14 ENVIRONMENTALLY SENSITIVE AREAS

The sections of Highway-1 passing through environmentally sensitive areas such as mangroves, mud floors, bird sanctuaries etc. are given in Table A-20.

Table A-20 Sections passing through environmentally sensitive areas

S. No Environmentally Existing Chainage (km) Length Remarks Sensitive Areas From To Nil

15 BUILT-UP AREA

The sections of Highway-1 passing through built-up areas are given in TableA-21.

Table A-21 Sections passing through built-up Areas

Name of Built-up Existing Chainage Sl. No Length Area From To 1 Kanwas 12.080 13.590 1.510 2 Basyahedi 17.510 18.110 0.600 3 Dhulet 23.240 23.840 0.600 4 Ummedpura 27.615 28.360 0.745 5 Panwad 30.480 33.090 2.610 6 Dahikheda 35.800 37.015 1.215

20 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

7 Kalareva 40.680 41.035 0.355 8 Simalkhedi 53.550 54.005 0.455 9 Sarola Khurd 57.725 58.125 0.400 10 Sarola Kalan 61.460 62.755 1.295 11 Karanwas 69.720 70.040 0.300 12 Taraj 73.570 74.870 1.260 13 Hanauti 79.640 79.950 0.310 14 Arnia 86.680 86.950 0.270

16 OTHER STRUCTURES

Details of other structures, such as foot over bridges (FOB), Subways, toll plazas, canal crossings etc. are as under:

Table A-22 Details of Other Structures

Existing S. No Name of Structure Side Remark Chainage Nil

17 TYPE OF TERRAIN

The types of terrain through which Highway-1 passes are given in Table A-23.

Table A-23 Type of terrain

S. No Existing Chainage Existing Type of Remarks (km) Length(km) Terrain From To 1 11.730 86.950 75.220 Plain The road stretch passes mainly through cultivated & built-up area

21 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

18 REFERENCING SYSTEM

The relationship between the existing km stone and design chainage” for the Highway-1 is given in Table A-24.

Table A-24 Relationship in referencing system

Kanwas-Khanpur-Aklera Section

Existing km stone Corresponding Design Chainage Remarks 11.730 0.000 Awan Junction, Near Kanwas

12.000 0.280 -

13.000 1.100 -

14.000 2.300 -

15.000 3.300 -

16.000 4.400 -

17.000 5.200 -

18.000 6.300 -

19.000 7.300 -

20.000 8.400 -

21.000 9.300 -

22.000 10.300 -

23.000 11.300 -

24.000 12.500 -

25.000 13.300 -

26.000 14.300 -

27.000 15.600 -

28.000 16.120 -

22 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

29.000 17.090 -

30.000 18.120 -

31.000 19.200 -

32.000 20.200 -

33.000 21.200 -

34.000 22.200 -

35.000 23.120 -

36.000 24.300 -

37.000 25.400 -

38.000 26.200 -

39.000 27.140 -

40.000 28.140 -

41.000 29.140 -

42.000 30.140 -

43.000 30.140 -

44.000 32.140 -

45.000 33.300 -

46.000 34.200 -

47.000 35.400 -

48.000 36.600 -

49.000 37.200 -

50.000 38.300 -

51.000 37.620 -

52.000 40.300 -

53.000 41.300 -

23 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

54.000 42.300 -

55.000 43.300 -

56.000 44.300 -

57.000 45.300 -

58.000 46.300 -

59.000 47.300 -

60.000 48.300 -

61.000 49.300 -

62.000 50.300 -

63.000 51.300 -

64.000 52.300 -

65.000 53.300 -

66.000 52.870 -

67.000 55.300 -

68.000 56.300 -

69.000 57.300 -

70.000 58.300 -

71.000 59.300 -

72.000 60.300 -

73.000 61.300 -

74.000 62.300 -

75.000 63.300 -

76.000 64.300 -

77.000 65.300 -

78.000 65.870 -

24 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

79.000 67.300 -

80.000 68.300 -

81.000 69.020 -

82.000 70.300 -

83.000 71.170 -

84.000 72.300 -

85.000 73.280 -

86.000 74.030 - Junction with NH 52 (Old NH 12) at 86.950 74.820 Arnia

19 FEASIBILITY REPORT The Feasibility report for Highway-1 is provided in soft copy is for purpose of reference only. The Authority makes no representation whatsoever, express, implicit or otherwise, regarding the accuracy, adequacy, correctness, reliability and/or completeness of any assessment, assumptions, statement or information provided by it and the Concessionaire confirms that it shall have no claim whatsoever against the Authority in this regard.

25 Schedule-A Highway-1: Kanwas- Khanpur-Aklera (SH-74)

Annex-I (Schedule-A)

Site for Project

Highway-2: Deoli- Kanwas section of SH-74 A

26 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Site for Two Lane

1. SITE The Site of the Highway-2 comprises the section of State Highway No. 74 A as under:

Deoli-Kanwas section is commencing from Km. 34.200 of SH-51 (KOTA-SANGOD Road) (Deoli Village T- Junction approach) and ending at Kanwas (Km 12.000 of MDR- 55- SANGOD-DARA). Deoli is a Village in Sangod Tehsil in Kota District, Rajasthan. Enrouting Highway-2 the important towns are Peesahera, Awan, Madhopur & Kanwas.The entire corridor has in general Intermediate lane configuration except the section from Km. 0.000 to Km 0.500, Km 2.900 to Km. 3.500 Km & Km. 7.400 to Km.8.200, where it is rigid pavement with two lane configuration on its existing alignment with granular/earthen shoulders.

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

2. LAND

The Site of the Highway-2 comprises the land described in Table A-1(a) and Table A - 1(b). Table A-1(a) Total Grant of vacant Proposed Existing Chainage (km) Existing Access and S. No. ROW Remarks ROW Right of Way From To ( m) ( m)

27 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

On or before Appointed Date 1 0.000 to 1.000 30 30

On or before Appointed Date 2 1.000 to 2.000 26 26

15.28 16 Within 180 days 3 2.000 to 3.000 of Appointed 8.5 9 Date 8.8 9 Within 180 days of Appointed 13 16 4 3.000 to 4.000 Date On or before 27 27 Appointed Date On or before 21 21 Appointed Date Within 180 days 6 16 of Appointed 5 4.000 to 5.000 Date Within 180 days 8 16 of Appointed Date Within 180 days 12 16 of Appointed Date 6 5.000 to 6.000 On or before 21 21 Appointed Date On or before 17 17 Appointed Date Within 180 days 15.25 16 of Appointed Date 7 6.000 to 7.000 Proposed Toll Plaza Within 180 days 12.5 16 of Appointed Date On or before 8 7.000 to 8.000 17 17 Appointed Date

28 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Road is Within 180 days existing but of Appointed land records Date 9 9 are to be updated in favour of PWD Road is Within 180 days existing but of Appointed land records Date 9 9 are to be updated in favour of PWD On or before 9 9 Appointed Date On or before 14.25 14.25 Appointed Date Road is Within 180 days existing but of Appointed land records Date 9 9 are to be updated in favour of PWD Road is Within 180 days 9 8.000 to 9.000 existing but of Appointed land records Date 9 9 are to be updated in favour of PWD On or before 9 9 Appointed Date Within 180 days 8.28 9 of Appointed Date Road is Within 180 days existing but of Appointed land records Date 10 16 are to be updated in 10 9.000 to 10.000 favour of PWD Within 180 days 11 16 of Appointed Date 29 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Road is Within 180 days existing but of Appointed land records Date 10 16 are to be updated in favour of PWD Within 180 days 9.57 16 of Appointed Date 11 10.000 to 11.000 Within 180 days 8.8 16 of Appointed Date On or before 16 16 Appointed Date Road is Within 180 days existing but of Appointed land records Date 10 16 are to be updated in favour of PWD Road is Within 180 days existing but of Appointed 12 11.000 to 12.000 land records Date 10 16 are to be updated in favour of PWD Road is Within 180 days existing but of Appointed land records Date 10 16 are to be updated in favour of PWD Road is Within 180 days existing but of Appointed land records Date 10 16 are to be updated in 13 12.000 to 13.000 favour of PWD Within 180 days 11.125 16 of Appointed Date 30 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Within 180 days 15.2 16 of Appointed 14 13.000 to 14.00 Date On or before 17.2 17.2 Appointed Date Within 180 days 12.42 16 of Appointed Date Road is Within 180 days 15 14.800 to 14.825 existing but of Appointed land records Date 10 16 are to be updated in favour of PWD

Table A-1 (b)

Existing Chainage (km) Name of S. No. Bypass, New Proposed ROW From To alignment Nil

3. CARRIAGEWAY

3.1 Carriageway of Highway N0-2

The present width of main carriageway and shoulders of the Highway -2 are given in Table A-2.

Table A-2 Width of main carriageway

Width of Details of Existing Width of Length Type of existing S. No. Chainage (km) Shoulder (km) Carriageway carriage way ( m) From To (m) 1 0 3.1 3.100 BT 5.5 0.75-1.5 2 3.1 3.4 0.300 CC 5.5 0.75-1.5 3 3.4 7.4 4.000 BT 5.5 0.75-1.5

31 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

4 7.4 8.2 0.800 CC 7.0 0.75-1.5 5 8.2 14.85 6.650 BT 5.5 0.75-1.5

3.2 Carriageway of Service Road

The present width of carriageway of the service road is given in Table A-3.

Table A-3 Width of service road S. No. Existing Chainage (km) Side Length Width of From To (LHS.RHS. Carriageway BOTH) Nil

4. MAJOR BRIDGES

The major bridges in the Site on main carriageway are given in Table A-4.

Table A-4 List of major bridges

Name of Overall Type of Type of Type of S. Existing Span Total Bridge. Width Super Sub Foundation No. Chainage ArrangementLength Channel StructureStructure

Nil

5. RAILWAY CROSSINGS

5.1 Railway Level Crossings

The Railway level crossings in the Site are given in Table A-5.

Table A-5 List of Railway level crossings

Existing Chainage(km) L.C Number, Railway km Width of Railway S. No. Land Nil

32 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

5.2 Road Over/ Under Bridges (ROB/RUB)

A. The details of road over bridges in the Site are given in Table A-6.

Table A-6 List of ROBs

Clear Type of Type of Total Overall S. Existing Span Height Super Sub Type of Length Width No. Chainage Arrangement Available Structure Structure Foundation Nil

B. The details of road under bridges in the Site are given in Table A-7.

Table A-7 List of RUBs

Span Vertical Clear Type of Type of Type of Sl. Existing Arrangement clearance Width Super Sub Foundation No. Chainage Structure Structure Nil

6. GRADE SEPARATED STRUCTURES

The Site includes the following grade separated structures:

6.1.1. Interchanges The details of interchanges are given in Table A-8.

Table A-8 List of interchanges

Type of Type of Type of Type of Span Vertical Overall S. Existing Inter Super Sub Foundation Arrangement Clearance Width No. Chainage Change Structure Structure of Main Structure Nil

6.1.2. Vehicular and Light Vehicular Underpasses

33 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

The details of vehicular underpasses and light vehicular underpasses are given in Table A-9 Table A-9 List of vehicular and light vehicular underpasses

Span Vertical Overall Type of Type of Type of S. Existing Arrangement Clearance Width Super Sub Foundation No. Chainage (in m) structure Structure Nil

6.1.3. Pedestrian and Cattle Underpasses

The details of pedestrian and cattle underpasses are given in Table A-10. Table A-10 List of pedestrian and cattle underpasses

S. Existing Span Vertical Overall Type of No. Chainage Arrangement Clearance Width structure Nil

6.1.4. Vehicular Overpasses The details of vehicular overpasses are given in Table A-11.

Table A-11 List of vehicular overpasses

7. MINOR BRIDGES

(i) The details of minor bridges on main carriageway are given in Table A-12.

34 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Table A-12 List of minor bridges on main carriageway

Existing Total Overall Type of Type of Span Type of S.No. Chainage Length Width Super Sub Arrangement Foundation (km) (m) (m) Structure Structure Stone Stone 1 4.170 2X3.50 m 8.50 8.00 Open Masonry Masonry Stone Stone 2 5.025 5 X 4.00 m 30 7.5 Open Masonry Masonry Stone Stone 3 11.6 3X 6.00 m 25 7.5 Open Masonry Masonry

(ii) The details of minor bridges on the service road are given in Table A-13.

Table A-13 List of minor bridges on service road

Side Span Total Overall Type of Type of Type of S. Existing LHS,RHS Arrangement Length Width Super Sub Foundation No. Chainage ,Both) Structure Structure Nil

8. CULVERTS

(i) The details of existing Culverts on main carriageway are given in Table A-14.

Table A-14 List of Culverts on main carriageway

Existing Overall S. No. Chainage Type of Culvert Size, No. and Pipe Dia Width (m) (km) 1 0.020 Pipe 4X 1200 mm dia 12 2 0.265 Pipe 3X900 mm dia 10 3 0.335 Slab 1X3.00 m 6.5 4 0.830 Slab 1X3.00 m 7.5 5 1.077 Slab 1X3.00 m 7 6 4.840 Pipe 16X 900 mm dia 9 7 7.400 Pipe 1X600 mm dia 7

35 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

8 7.780 Pipe 1X900 mm dia 7 9 8.360 Slab 1X3.00 m 7 10 13.385 Slab 1X3.00 m 7.5 11 13.900 Pipe 10X900 mm dia 6.

(ii) The Culverts on service road are given in Table A-15.

Table A-15 List of Culverts on service road

Existing S. No. Chainage Type of Culvert Size, No. and Pipe Dia Overall Width Nil

9. BUS BAYS & TRUCK LAY BYES

The total number of bus bays and truck lay byes on the Highway-2 is given below:

(i) No. of Bus bays on LHS - Nil (ii) No. of Bus bays on RHS - Nil (iii) No. of Truck lay-byes on LHS - Nil (iv) No. of Truck lay-byes on RHS - Nil

10. INTERSECTIONS

The details of Intersections are given in Table A-16. Table A-16 List of intersections

Existing Type of Category of Cross S.No. Side

Chainage (km) Intersection Road

1 0.000 Both . SH-51 (Km.34.200) 2 1.320 Right T VR

3 2.760 Left T VR

4 3.200 Both . VR 5 3.500 Right T VR 6 7.600 Left T VR 7 7.770 Left T VR 8 9.980 Both . VR

36 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Existing Type of Category of Cross S.No. Side Chainage (km) Intersection Road

9 11.080 Both . VR 10 13.900 Left T VR

. 11 14.823 Both MDR-55 (Km.12) (MDR: Major District Road, VR: Village Road)

11. STRETCHES PASSING THROUGH.ABUTTING FOREST AREA

The stretches of highway-2 given in Table A-17 are passing through abutting forest area. Table A-17 Sections passing through abutting forest

S. No. Name of the Existing Chainage Side (Left, Right Length Forest Area From To , both) Nil

12. STRETCHES PASSING THROUGH.ABUTTING WILDLIFE AREA The stretches of Highway-2 given in Table A-18 are passing through abutting wildlife area.

Table A-18 Sections passing through abutting wildlife area

S. No Name of the Existing Chainage Side Length Wildlife area From To (Left, Right,Both) Nil

13. STRETCHES PASSING THROUGH ABUTTING CRZ AREA The stretches of Highway-2 given in Table A-19 are passing through abutting CRZ area. Table A-19 Sections Passing through CRZ area S. No Name of the Existing Chainage Length Type of CRZ From To CRZ I . II . III Nil

37 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

14. ENVIRONMENTALLY SENSITIVE AREAS

The sections of Highway -2 passing through environmentally sensitive areas such as mangroves, mud floors, bird sanctuaries etc. are given in Table A-20.

Table A-20 Sections Passing Through Environmentally Sensitive Areas

S. No Environmentally Sensitive Existing Chainage Length Remarks Areas From To Nil

15. BUILT-UP AREA

The sections of Highway-2 passing through built-up areas are given in Table A-21. Table A-21 Sections Passing Through Built-up Areas

Existing Chainage Length S. No. Name of Built-up Area From To ( Km.) 1 Peesahera 3.200 3.400 0.200 2 Awaan 7.400 8.400 1.000

16. OTHER STRUCTURES

Details of other structures, such as Foot over Bridges (FOB), Subways, toll plazas, Canal crossings etc. are as under: Table A-22 Details of Other Structures

Existing S. No Name of Structure Side Remark Chainage Nil

17. TYPE OF TERRAIN The types of terrain through which Highway-2 passes are given in Table A-23.

38 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Table A-23 Type of Terrain S. No Existing Chainage Length(km) Type of Remarks (km) Terrain From To 1 0.000 14.850 14.850 Plain The road stretch passes mainly through Agriculture area

18. REFERENCING SYSTEM

The relationship between the Existing chainage and Design chainage for the Highway-2 is given in Table A-24.

Table A-24 Relationship in Referencing System

Corresponding S. No. Existing km stone Remark Design Chainage 1. 0.000 0.000 Junction with SH-51 2. 1.000 1.000 - 3. 2.000 2.003 - 4. 3.000 2.997 - 5. 4.000 4.002 - 6. 5.000 4.990 - 7. 6.000 6.005 - 8. 7.000 7.008 - 9. 8.000 8.008 - 10. 9.000 9.008 - 11. 10.000 9.941 - 12. 11.000 10.940 - 13. 12.000 11.940 - 14. 13.000 12.937 - 15. 14.000 13.937 - 16. 14.823 14.850 Junction with MDR-55

19. FEASIBILITY REPORT The Feasibility report of Highway-2 provided in soft copy is for purpose of reference only. The Authority makes no representation whatsoever, express, implicit or otherwise, regarding the accuracy, adequacy, correctness, reliability and or completeness of any assessment, assumptions, statement or information provided by it and the

39 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Concessionaire confirms that it shall have no claim whatsoever against the Authority in this regard.

40 Schedule-A Highway-2: Deoli-Kanwas section of SH-74 A

Annex-I (Schedule-A)

Site for Project

Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 41

1. SITE The Site of the Highway-3 comprises the section of State Highway-19 C (OLD MDR-45) as under: Alot (MP) - Gangdhar - Suwansara (MP) section:It Starts from MP border near Unhel and Ends at the MP border near Sankariya Village. The road traverses in plain terrain. It passes through several urban/semi-urban areas and a number of villages/settlements. The urban/semi- urban areas are Unhel, Kherkheda, Raipuria, Bamandevriya, Talavali, Malharganj, Gangdhar, Sankriya. A location map of the Project road is also shown at Fig 1.

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 42

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

2. LAND

The Site of the Highway-3 comprises the land described in Table A-1 (a) and A-1 (b). Table A-1(a) Existing Total Grant of Vacant Proposed Chainage (km) Existing Access and Right S.No. ROW Remarks ROW of way From From (m) (m) Within 180 days 1 0.000 0.000 6.0 16.0 of Appointed Date Within 180 days 2 0.985 0.985 6.0 9.0 of Appointed Date Within 180 days 3 1.285 1.285 6.0 9.0 of Appointed Date Road is existing but land Within 180 days 4 1.485 1.485 6.0 9.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 5 1.585 1.585 6.0 9.0 of Appointed Date Road is existing but land Within 180 days 6 1.785 1.785 6.0 9.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 7 1.990 1.990 6.0 9.0 of Appointed Date Road is existing but land Within 180 days 8 2.040 2.040 6.0 9.0 records are to be updated in of Appointed Date favour of PWD Road is existing but land Within 180 days 9 2.290 2.290 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 10 2.590 2.590 9.0 16.0 of Appointed Date 11 2.890 2.890 6.0 16.0 Road is existing but land Within 180 days

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 43

Existing Total Grant of Vacant Proposed Chainage (km) Existing Access and Right S.No. ROW Remarks ROW of way From From (m) (m) records are to be updated in of Appointed Date favour of PWD Within 180 days 12 3.420 3.420 8.0 16.0 of Appointed Date Road is existing but land Within 180 days 13 3.690 3.690 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 14 3.890 3.890 6.0 16.0 of Appointed Date Road is existing but land Within 180 days 15 4.190 4.190 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 16 5.440 5.440 6.0 16.0 of Appointed Date Road is existing but land Within 180 days 17 5.990 5.990 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Road is existing but land Within 180 days 18 6.320 6.320 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 19 6.740 6.740 6.0 16.0 of Appointed Date Road is existing but land Within 180 days 20 7.290 7.290 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 21 7.790 7.790 6.0 9.0 of Appointed Date Within 180 days 22 8.470 8.470 6.0 16.0 of Appointed Date Road is existing but land Within 180 days 23 9.110 9.110 6.0 16.0 records are to be updated in of Appointed Date favour of PWD Within 180 days 24 10.425 10.425 6.0 9.0 of Appointed Date Within 180 days 25 10.860 10.860 6.0 16.0 of Appointed Date 26 10.970 10.970 6.0 16.0 Within 180 days

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 44

Existing Total Grant of Vacant Proposed Chainage (km) Existing Access and Right S.No. ROW Remarks ROW of way From From (m) (m) of Appointed Date Within 180 days 27 11.970 11.970 6.0 16.0 of Appointed Date Within 180 days 28 12.970 12.970 6.0 16.0 of Appointed Date Road is existing but land Within 180 days 29 13.870 13.870 6.0 16.0 records are to be updated in of Appointed Date favour of PWD On or before 30 14.120 14.120 20.0 20.0 - Appointed Date - On or before 31 14.870 14.870 20.0 20.0 Appointed Date

- On or before 32 14.970 14.970 20.0 20.0 Appointed Date

- On or before 33 14.435 14.435 20.0 20.0 Appointed Date

- On or before 34 15.985 15.985 25.0 25.0 Appointed Date

- On or before 35 16.415 16.415 25.0 25.0 Appointed Date

- On or before 36 16.595 16.595 25.0 25.0 Appointed Date

- On or before 37 16.980 16.980 25.0 25.0 Appointed Date

- On or before 38 17.975 17.975 25.0 25.0 Appointed Date

- On or before 39 18.750 18.750 25.0 25.0 Appointed Date

- On or before 40 19.515 19.515 25.0 25.0 Appointed Date

- On or before 41 19.980 19.980 25.0 25.0 Appointed Date

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 45

Existing Total Grant of Vacant Proposed Chainage (km) Existing Access and Right S.No. ROW Remarks ROW of way From From (m) (m) - On or before 42 20.457 20.457 25.0 25.0 Appointed Date

- On or before 43 20.957 20.957 25.0 25.0 Appointed Date

- On or before 44 21.457 21.457 25.0 25.0 Appointed Date

- On or before 45 22.457 22.457 25.0 25.0 Appointed Date

- On or before 46 23.457 23.457 25.0 25.0 Appointed Date

Table A-1 (b)

Existing Chainage Name of S. No. Bypass/New alignment Proposed ROW From To Nil

3. CARRIAGEWAY

3.1 Carriageway of Highway The present width of main carriageway and shoulders of the Highway-3 are given inTable A-2.

Table A-2 Width of Main Carriageway

Width of Width of S. Existing Chainage(km) Length Type of Carriageway Shoulders No. (Km) Carriageway From To (m) (m) 1 0.000 1.350 1.350 BT 7.0 0.75-1.5 0.75-1.5 2 1.350 1.650 0.300 BT 5.5

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 46

0.75-1.5 3 1.650 1.975 0.325 Rigid 5.5 0.75-1.5 4 1.975 10.600 8.625 BT 5.5 0.75-1.5 5 10.600 10.775 0.175 Rigid 5.5 0.75-1.5 6 10.775 14.900 4.125 BT 5.5 0.75-1.5 7 14.900 15.450 0.550 BT 7.0 0.75-1.5 8 15.450 16.000 0.550 Rigid 5.5 0.75-1.5 9 16.000 16.430 0.430 BT 5.5 0.75-1.5 10 16.430 16.610 0.180 Rigid 5.5 0.75-1.5 11 16.610 20.500 3.890 BT 5.5 0.75-1.5 12 20.500 21.500 1.000 BT 3.75 0.75-1.5 13 21.500 24.600 3.100 BT 5.5

3.2 Carriageway of Service Road

The present width of carriageway of the service road is given in Table A-3.

Table A-3 Width of service road Existing Chainage (km) Side Width of S. No. Length From To (LHS.RHS. BOTH) Carriageway Nil

4. MAJOR BRIDGES The major bridges in the Site on main carriageway are given in Table A-4.

Table A-4 List of major bridges Existing Name of Total Overall Type of Type of S. Span Type of Chainage Bridge/ Length Width Super Sub No. Arrangement Foundation (Km.) Channel (m) (m) Structure Structure Kali Sindh RCC 1 15.250 10 X 21.50m 220 8.8 RCC Pier Pile River Girder Kachhawa RCC Stone 2 24.300 4 X 17.0m 72 8.7 Open River Girder Masonry

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 47

5. RAILWAY CROSSINGS

5.1. Railway Level Crossings

The Railway level crossings in the Site are given in Table A-5.

Table A-5 List of Railway Level Crossings

Existing Chainage(km) L.C Number, Railway km Width of Railway S. No. Land 1 23.160 LC-35B/2E 45m

5.2. Road Over /Under Bridges

A. The details of Road Over Bridges in the Site are given in Table A-6.

Table A-6 List of ROBs

Clear Type of Type of S. Existing Span Total Overall Type of Height Super Sub No. Chainage Arrangement Length Width Foundation Available Structure Structure Nil

B. The details of Road Under Bridges in the Site are given in Table A-7.

Table A-7 List of RUBs

Type of Type of S. Existing Span Vertical Type of Clear Width Super Sub No. Chainage Arrangement clearance Foundation Structure Structure Nil

6. GRADE SEPARATED STRUCTURES

The Site includes the following Grade Separated Structures:

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 48

6.1.1. Interchanges

The details of interchanges are given in Table A-8. Table A-8 List of Interchanges

Span Type of Type of Type of Existing Type of Arrangement Vertical Overall S.No. Inter Super Sub Chainage Foundation of Main Clearance Width change Structure Structure Structure Nil

6.1.2. Vehicular / Light Vehicular Underpasses

The details of vehicular underpasses/light vehicular underpasses are given in Table A-9

Table A-9 List of Vehicular/Light Vehicular underpasses

Overall Type of Type of S. Existing Span Vertical Type Width Super Sub No. Chainage Arrangement Clearance Foundation (in m) structure Structure Nil

6.1.3. Pedestrian/ Cattle Underpasses

The details of pedestrian/ cattle underpasses are given in Table A-10.

Table A-10 List of pedestrian/cattle underpasses

S. Existing Span Vertical Overall Type of No. Chainage Arrangement Clearance Width structure Nil

6.1.4. Vehicular Overpasses

The details of vehicular overpasses are given in Table A-11.

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 49

Table A-11 List of vehicular overpasses Available Overall Clearance Width including Type of Type of S. Existing Span Type of Crash Super Sub No. Chainage Arrangement Foundation Horizontal Vertical barrier/ structure structure Railing/ Parapet Nil

7. MINOR BRIDGES

The details of minor bridges on main carriageway are given in Table A-12.

Table A-12 List of minor bridges on main carriageway

Existing Total Overall Type of S. Span Type of Super Type of Chainage Length Width Sub No. Arrangement Structure Foundation (km) (m) (m) Structure Stone 1 2.350 3 X 6.0 m 20.4 8.7 RCC Slab Open Masonry 1 X 4.8 m & Stone 2 5.340 10.3 8.7 RCC Slab Open 1X 4.6 m Masonry Stone 3 6.825 2 X 4.9 m 10.8 8.7 RCC Slab Open Masonry

The details of Minor Bridges on the Service Road are given in Table A-13.

Table A-13 List of Minor Bridges on service road

Side Span Total Overall Type of Type of Type of S. Existing LHS,RHS Arrangement Length Width Super Sub Foundation No. Chainage ,Both) Structure Structure Nil

8. CULVERTS The details of Culverts on main carriageway are given in Table A-14.

Table A-14 List of Culverts on main carriageway Overall Width S.N Existing Chainage Type of Size , No. and Pipe (m) . (km) Culvert Dia

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 50

1 4.050 Slab Culvert 1 X 1.8 m 7.5 2 4.155 Slab Culvert 1 X 2.8 m 7.5 3 4.765 Slab Culvert 1 X 1.8 m 7.5 4 4.965 Pipe Culvert 1 X 0.6 m 7.5 5 6.490 Slab Culvert 1 X 1.9 m 7.5 6 7.475 Slab Culvert 1 X 4.8 m 7.5 7 8.800 Slab Culvert 1 X 1.8 m 7.5 8 9.335 Slab Culvert 1 X 1.5 m 7.5 9 10.525 Pipe Culvert 1 X 0.9 m 7.5 10 11.390 Slab Culvert 1 X 5.3 m 7.5 11 12.890 Slab Culvert 1 X 3 m 7.6 12 14.420 Slab Culvert 1 X 1.8 m 7.6 Vented 13 16.500 6 X 0.9 m 7.3 Causeway 14 17.220 Pipe Culvert 1 X 0.9 m 7.5 Vented 2 X1.2 m & 6 X 1.0 15 18.180 7.5 Causeway m Vented 16 19.575 1 X 1.2 m 7.5 Causeway Vented 17 20.660 2 X 0.9 m 7.5 Causeway Vented 18 20.880 2 X 0.9 m 7.5 Causeway 19 23.020 Pipe Culvert 1 X 0.6 m 7.5 20 23.700 Pipe Culvert 1 X 0.6 m 7.5 7.5 21 23.900 Pipe Culvert 1 X 0.6 m

The Culverts on service road are given in Table A-15.

Table A-15 List of Culverts on service road

S. No Existing Chainage Type of Culvert Size , No. and Pipe Dia Overall Width

Nil

9. BUS BAYS & TRUCK LAY BYES

The total number of bus bays and truck lay byes on the Highway-3 is given below:

i. No. of Bus bays on LHS - Nil ii. No. of Bus bays on RHS - Nil iii. No. of Truck lay-byes on LHS - Nil

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 51

iv. No. of Truck lay-byes on RHS - Nil

10. INTERSECTIONS The details of Intersections are given in Table A-16. Table A-16 List of Intersections

Existing Type of Category of Cross Road S. Chainage Side Intersections No. (km) (Y.T.X) NH,SH,MDR,ODR,VR 1 1.150 Right T VR 2 1.635 Right T VR 3 1.835 Both X VR 4 2.535 Right T VR 5 4.100 Left T VR 6 6.700 Right T VR 7 7.390 Left T VR 8 8.040 Right T VR 9 9.560 Right T VR 10 14.100 Right Y VR 11 15.730 Left T VR 12 17.490 Left T MDR 13 18.433 Left T VR 14 20.180 Right T VR 15 23.780 Left T VR

(NH: National Highway, SH: State Highway, MDR: Major District Road, ODR: Other District Road, VR: Village Road) 11. STRETCHES PASSING THROUGH ABUTTING FOREST AREA The stretches of Highway-3 given in Table A-17 are passing through abutting forest area. Table A-17 Sections passing through abutting forest Name of the Existing Chainage Side (Left, S. No Length Forest Area From To Right,both) Nil

12. STRETCHES PASSING THROUGH ABUTTING WILDLIFE AREA The stretches of Highway-3 given in Table A-18 are passing through abutting wildlife area.

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 52

Table A-18 Sections/Abutting wildlife area Name of the Existing Chainage Side S. No Length Wildlife area From To (Left, Right , Both) Nil

13. STRETCHES PASSING THROUGH /ABUTTING CRZ AREA

The stretches of Highway-3 given in Table A-19 are passing through/abutting CRZ area. Table A-19 Sections Passing through CRZ area Name of the Existing Chainage Type of S. No Length CRZ From To CRZ I . II .III Nil

14. ENVIRONMENTALLY SENSITIVE AREAS

The sections of Highway-3 passing through environmentally sensitive areas such as mangroves, mud floors, bird sanctuaries etc. are given in Table A-20. Table A-20 Sections passing through environmentally sensitive areas

Environmentally Existing Chainage S. No Length Remarks Sensitive Areas From To Nil

15. BUILT-UP AREA

The sections of Highway-3 passing through built-up areas are given in Table A-21. Table A-21 sections passing through built-up areas

Name of Built-up Area Existing Chainage (km) Length (km) S. No From To 1 Unhel 0.800 2.500 1.700 2 Kher Khera 5.000 5.400 0.400 3 Raipuriya 6.600 6.800 0.200 4 Baman Deoriya 7.800 8.200 0.400 5 Talavali 10.500 11.000 0.500 6 Malhar Ganj 14.500 15.000 0.500

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 53

7 Gangdhar 15.000 17.500 2.500 8 Sakariya 23.700 24.000 0.300

16. OTHER STRUCTURES

Details of other structures, such as Foot over Bridges (FOB), subways, toll plazas, canal crossings etc. are as under: Table A-22 Details of Other Structures

Existing S. No Name of Structure Side Remark Chainage Nil

17. TYPE OF TERRAIN

The types of terrain through which Highway-3 passes are given in Table A-23.

Table A-23 Type of Terrain

S. Existing Chainage (km) Type of Length(km) Remarks No From To Terrain

1 0.00 24.600 24.600 Plain

18. REFERENCING SYSTEM

The relationship between the Existing Chainage and Design Chainage for the Highway-3 is given in Table A-24.

Table A-24 Relationship in Referencing System S.N. Existing km stone Design Chainage Remarks 1 0.000 0 - 2 1.000 1.015 - 3 2.000 2.010 - 4 3.000 3.010 - 5 4.000 4.010 -

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 54

6 5.000 5.010 - 7 6.000 6.010 - 8 7.000 7.010 - 9 8.000 8.010 - 10 9.000 9.040 - 11 10.000 10.075 - 12 11.000 11.030 - 13 12.000 12.030 - 14 13.000 13.030 - 15 14.000 14.030 - 16 15.000 15.030 - 17 16.000 16.015 - 18 17.000 17.025 - 19 18.000 18.025 - 20 19.000 19.250 - 21 20.000 20.485 - 22 21.000 21.520 - 23 22.000 22.543 - 24 23.000 23.543 - 25 24.000 24.543 -

19. FEASIBILITY REPORT

The Feasibility report for Highway-3 is provided in soft copy is for purpose of reference only. The Authority makes no representation whatsoever, express, implicit or otherwise, regarding the accuracy, adequacy, correctness, reliability and completeness of any assessment, assumptions, statement or information provided by it and the Concessionaire confirms that it shall have no claim whatsoever against the Authority in this regard.

Schedule-A Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C 55

Annex-I (Schedule-A)

Site for Project

Highway-4: Kherli – Pahari section of SH-22

1. SITE The Site of the Highway-4 comprises section of State Highway No. 22 as under: Kherli to Pahari Section:starts from Km. 137.000 {Kherli bypass (End point)} and ends at Km. 196.000( Pahari near Kaman – Pahari T – Junction) near Pahari in the State of Rajasthan having total length of 61.156 kms.

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

2. LAND The Site of the Highway-4 comprises the land described in Table A-1 (a) and A-1 (b)

Table A-1 (a) Existing Chainage Grant of (km) Vacant Total Existing Proposed Access S. No. Remarks ROW (m) ROW (m) and From To Right of way Within 180 days 1 137.000 137.200 16-20 20 of Appointed Date On or before 2 137.200 144.900 20-22 20-22 Appointed Date Proposed Within Toll Plaza 180 days 3 144.900 145.100 18-20 40 of Appointed Date On or before 4 145.100 146.100 20-22 20-22 Appointed Date Within 180 days 5 146.100 146.900 10-12 20 of Appointed Date On or before 6 146.900 152.900 20-22 20-22 Appointed Date Within 180 days 7 152.900 153.400 18-20 20 of Appointed Date On or before 8 153.400 154.500 20-22 20-22 Appointed Date

Existing Chainage Grant of (km) Vacant Total Existing Proposed Access S. No. Remarks ROW (m) ROW (m) and From To Right of way Within 180 days 9 154.500 154.950 18-20 20 of Appointed Date On or before 10 154.950 162.700 20-22 20-22 Appointed Date Within 180 days 11 162.700 162.900 18-20 20 of Appointed Date On or before 12 162.900 165.400 20-22 20-22 Appointed Date Within 180 days 13 165.400 165.750 18-20 20 of Appointed Date On or before 14 165.750 172.100 20-22 20-22 Appointed Date Within 180 days 15 172.100 172.450 18-20 20 of Appointed Date On or before 16 172.450 174.100 20-22 20-22 Appointed Date 17 174.100 174.700 18-20 20 Within

Existing Chainage Grant of (km) Vacant Total Existing Proposed Access S. No. Remarks ROW (m) ROW (m) and From To Right of way 180 days of Appointed Date On or before 18 174.700 180.400 20-22 20-22 Appointed Date Proposed Within Toll plaza 180 days 19 180.400 180.600 24-28 40 of Appointed Date On or before 20 180.600 182.400 20-22 20-22 Appointed Date Within 180 days 21 182.400 182.850 18-20 20 of Appointed Date On or before 22 182.850 186.400 20-22 20-22 Appointed Date Within 180 days 23 186.400 186.600 18-20 20 of Appointed Date On or before 24 186.600 194.820 20-22 20-22 Appointed Date Within 25 194.820 195.100 18-20 20 180 days

Existing Chainage Grant of (km) Vacant Total Existing Proposed Access S. No. Remarks ROW (m) ROW (m) and From To Right of way of Appointed Date On or before 26 195.100 196.000 20-22 20-22 Appointed Date

Table A-1 (b)

Existing Chainage Name of S. No. Proposed ROW From To Bypass, New alignment Nil

3. CARRIAGEWAY

3.1.1. Carriageway of Highway-3 The present width of main carriageway and shoulders of the Highway-4 are given in Table A-2.

Table A-2 Width of main carriageway Existing Width of S. Type of Width of Chainage(km) Length (m) Carriageway No. Carriageway Shoulders (m) From To (m) 1 137.000 137.800 800 CC 7.00 1.0-1.5

2 137.800 138.200 400 BT 7.00 1.0-1.5

3 138.200 138.550 350 CC 7.00 1.0-1.5

4 138.550 146.110 7560 BT 5.50 1.0-1.5

5 146.110 146.950 840 CC 7.00 1.0-1.5

Existing Width of S. Type of Width of Chainage(km) Length (m) Carriageway No. Carriageway Shoulders (m) From To (m) 6 146.950 148.950 2000 BT 5.50 1.0-1.5

7 148.950 150.500 1550 CC 7.00 1.0-1.5

8 150.500 154.550 4050 BT 5.50 1.0-1.5

9 154.550 154.950 400 CC 7.00 1.0-1.5

10 154.950 58.950 7000 BT 5.50 1.0-1.5

11 58.950 160.700 2750 CC 7.00 1.0-1.5

12 160.700 162.750 2050 BT 7.00 1.0-1.5

13 162.750 162.950 200 BT 7.00 1.0-1.5

14 162.950 165.500 2550 BT 7.00 1.0-1.5

15 165.500 165.650 150 CC 7.00 1.0-1.5

16 165.650 168.900 3250 BT 7.00 1.0-1.5

17 168.900 169.000 100 CC 7.00 1.0-1.5

18 169.000 172.150 3150 BT 7.00 1.0-1.5

19 172.150 172.420 270 CC 7.00 1.0-1.5

20 172.420 173.950 1530 BT 7.00 1.0-1.5

21 173.950 174.000 50 BT 7.00 1.0-1.5

22 174.000 174.200 200 BT 7.00 1.0-1.5

23 174.200 174.400 200 CC 7.00 1.0-1.5

24 174.400 175.050 650 BT 7.00 1.0-1.5

25 175.050 175.100 50 CC 7.00 1.0-1.5

26 175.100 180.300 5200 BT 7.00 1.0-1.5

27 180.300 181.400 1100 CC 7.00 1.0-1.5

28 181.400 181.650 250 BT 7.00 1.0-1.5

Existing Width of S. Type of Width of Chainage(km) Length (m) Carriageway No. Carriageway Shoulders (m) From To (m) 29 181.650 181.800 150 CC 7.00 1.0-1.5

30 181.800 189.000 7200 BT 7.00 1.0-1.5

31 189.000 189.750 750 CC 7.00 1.0-1.5

32 189.750 194.975 5225 BT 7.00 1.0-1.5

33 194.975 195.150 175 CC 7.00 1.0-1.5

34 195.150 195.800 650 BT 7.00 1.0-1.5

35 195.800 196.000 200 CC 7.00 1.0-1.5

3.1.2. Carriageway of service road The present width of carriageway of the service road is given in Table A-3.

Table A-3 Width of service road S. No. Existing Chainage (km) Side Length Width of From To (LHS,RHS,BOTH) Carriageway

Nil

4. MAJOR BRIDGES The major bridges in the Site on main carriageway are given in Table A-4.

Table A-4 List of major bridges Name of Overall Type of Type of Type of S. Existing Span Total Bridge. Width Super Sub Foundation No. Chainage Arrangement Length Channel Structure Structure Nil

5. RAILWAY CROSSINGS

5.1.1. Railway Level Crossings

The Railway level crossings in the Site are given in Table A-5.

Table A-5 List of Railway level crossings Existing Chainage(km) L.C Number. Railway km Width of RailwayLand S. No. 1 163.200 - 30m

5.1.2. Road Over, Under Bridges

A. The details of Road Over Bridges in the Site are given in Table A-6.

Table A-6 List of ROBs Clear Type of Type of Total Overall S. Existing Span Height Super Sub Type of Length Width No. Chainage Arrangement Available Structure Structure Foundation Nil

B. The details of Road Under Bridges in the Site are given in Table A-7.

Table A-7 List of RUBs

Span Vertical Clear Type of Type of Type of Sl. Existing Arrangement clearance Width Super Sub Foundation No. Chainage Structure Structure Nil

6. GRADE SEPARATED STRUCTURES

The Site includes the following grade separated structures:

6.1 Interchanges The details of interchanges are given in Table A-8.

Table A-8 List of Interchanges Type of Type of Type of Type of Span Vertical Overall S. Existing Inter Super Sub Foundation Arrangement Clearance Width No. Chainage Change Structure Structure of Main Structure

Nil

6.2 Vehicular/ Light Vehicular Underpasses

The details of vehicular underpasses and light vehicular underpasses are given in Table A-9

Table A-9 List of vehicular/ light vehicular underpasses

Span Vertical Overall Type of Type of Type of S. Existing Arrangement Clearance Width Super Sub Foundation No. Chainage (in m) structure Structure Nil

6.3 Pedestrian / Cattle Underpasses

The details of pedestrian /cattle underpasses are given in Table A-10.

Table A-10 List of pedestrian /cattle underpasses S. Existing Span Vertical Overall Type of No. Chainage Arrangement Clearance Width structure Nil

6.4 Vehicular Overpasses

The details of vehicular overpasses are given in Table A-11.

Table A-11 List of vehicular overpasses Span Available Clearance Overall Type of Type of Arrangement Width Sub Foundation S. Horizontal Vertical including Type of structure No. Existing Crash Super barrier. Chainage structure Railing. Parapet Nil

7. MINOR BRIDGES

(i) The details of minor bridges on main carriageway are given in Table A-12.

Table A-12 List of minor bridges on main carriageway Span Total Overall Type of Type of Type of S. Existing Arrangement Length Width Super Sub Foundation No. Chainage Structure Structure Nil

(ii) The details of minor bridges on the service road are given in Table A-13.

Table A-13 List of minor bridges on service road Side Span Total Overall Type of Type of Type of S. Existing LHS.RHS Arrangement Length Width Super Sub Foundation No. Chainage .Both) Structure Structure Nil

8. CULVERTS

(i) The details of Culverts on main carriageway are given in Table A-14.

Table A-14 List of Culverts on main carriageway Existing Chainage Overall S. No. Type of Culvert Size, No. and Pipe Dia (km) Width (m) 1 139.900 RCC Slab 1 X 4.00m 7.000 2 140.200 RCC Slab 1 X 4.00m 7.000 3 140.610 RCC Slab 1 X 4.00m 8.500 4 147.800 RCC Slab 1 X 3.00m 7.000 5 150.220 RCC Slab 1 X 1.70m 7.000 6 151.900 RCC Slab 1 X 0.50m 7.000 7 154.010 RCC Slab 1 X 4.00m 8.200 8 154.100 RCC Slab 1 X 5.40m 7.500 9 154.300 RCC Slab 1 X 3.40m 7.600 10 154.400 RCC Slab 1 X 3.40m 7.500 11 154.700 RCC Slab 1 X 2.00m 7.500 12 155.300 RCC Slab 1 X 0.50m 7.400

Existing Chainage Overall S. No. Type of Culvert Size, No. and Pipe Dia (km) Width (m) 13 157.100 RCC Slab 1 X 0.50m 7.200 14 157.800 RCC Slab 1 X 3.20m 6.000 15 158.600 RCC Slab 1 X 0.50m 8.000 16 159.200 RCC Slab 2 X 2.80m 9.500 17 159.800 RCC Slab 1 X 2.00m 9.200 18 160.100 RCC Slab 1 X 1.20m 8.000 19 160.530 RCC Slab 1 X 1.50m 8.000 20 161.300 RCC Slab 1 X 3.60m 8.200 21 162.500 RCC Slab 1 X 3.0m 8.200 22 162.900 RCC Slab 1 X 2.60m 8.400 23 165.900 RCC Slab 1 X 2.60m 8.400 24 166.900 RCC Slab 1 X 4.40m 10.200 25 169.100 RCC Slab 1 X 4.00m 8.200 26 169.500 Pipe 4 X 600mm 12.400 27 169.990 RCC Slab 1 X 3.40m 12.400 28 170.900 RCC Slab 1 X 3.40m 12.400 29 172.450 RCC Slab 1 X 2.00m 7.400 30 173.200 Pipe 4 X 600mm 12.600 31 173.400 Pipe 4 X 1000mm 12.600 32 173.700 RCC Slab 1 X 4.00m 12.400 33 175.550 RCC Slab 1 X 2.00m 9.400 34 176.050 RCC Slab 1 X 2.60m 9.600 35 177.650 RCC Slab 1 X 2.20m 8.400 36 177.990 RCC Slab 1 X 2.00m 12.500 37 179.600 RCC Slab 1 X 3.00m 8.200 38 179.950 RCC Slab 1 X 2.20m 8.600 39 180.800 RCC Slab 1 X 3.50m 7.500 40 181.650 Pipe 4 X 300mm 8.200 41 181.990 RCC Slab 1 X 1.50m 8.000 42 182.030 RCC Slab 1 X 3.40m 8.200 43 183.300 Pipe 4 X 300mm 8.600 44 183.800 RCC Slab 1 X 4.00m 10.400 45 184.010 Pipe 1 X 300mm 8.200 46 184.900 RCC Slab 1 X 2.00m 9.600 47 185.300 Pipe 1 X 300mm 9.900 48 185.900 Pipe 1 X 300mm 10.100 49 186.100 Pipe 1 X 300mm 10.200

Existing Chainage Overall S. No. Type of Culvert Size, No. and Pipe Dia (km) Width (m) 50 186.300 RCC Slab 1 X 0.50m 10.000 51 186.600 RCC Slab 1 X 0.50m 9.800 52 186.990 Pipe 1 X 300mm 10.600 53 187.100 Pipe 1 X 300mm 9.800 54 187.250 Pipe 1 X 300mm 9.800 55 187.400 Pipe 1 X 300mm 11.000 56 188.020 Pipe 1 X 300mm 11.200 57 188.100 Pipe 1 X 300mm 11.200 58 188.500 Pipe 1 X 300mm 11.200 59 188.600 Pipe 1 X 300mm 11.200 60 193.100 Pipe 1 X 300mm 10.400 61 193.690 RCC Slab 1 X 2.50m 10.400 62 194.600 RCC Slab 1 X 0.50m 10.200 63 195.210 RCC Slab 1 X 3.00m 12.100 64 195.400 RCC Slab 1 X 4.20m 12.200 65 195.550 RCC Slab 1 X 4.20m 12.200 66 195.650 Pipe 14 X 600mm 12.100 67 195.930 Pipe 5 X 600mm 12.100

(ii) The Culverts on service road are given in Table A-15.

Table A-15 List of Culverts on service road

Size , No. and S. No Existing Chainage Type of Culvert Pipe Dia Overall Width Nil

9. BUS BAYS & TRUCK LAY BYES

The total number of bus bays and truck lay byes on the Highway-4 is given below:

(i) No. of Bus bays on LHS - Nil

(ii) No. of Bus bays on RHS - Nil (iii) No. of Truck lay-byes on LHS - Nil (iv) No. of Truck lay-byes on RHS - Nil

10. INTERSECTIONS

The details of intersections are given in Table A-16.

Table A-16 List of intersections

Type of Category of Cross Road Existing Chainage S. No. Side Intersections (km) (Y/T) NH,SH,MDR,ODR,VR 1 139.400 ╦ VR 2 139.700 ╦ VR 3 140.600 ╦ VR 4 141.050 ╦ VR 5 141.500 ╦ VR 6 142.100 ╬ VR 7 143.010 ╦ VR 8 143.900 ╦ VR 9 146.100 ╦ VR 10 147.800 ╦ VR 11 148.700 Y SH-44 12 149.800 ╦ VR 13 150.200 ╦ VR 14 150.210 Y VR 15 150.700 Y VR 16 154.600 ╦ VR 17 154.500 ╦ VR 18 156.000 ╦ VR 19 156.400 ╦ VR 20 157.400 ╬ VR 21 159.300 Y VR 22 160.000 ╬ SH-14 23 160.100 Y SH-14

Type of Category of Cross Road Existing Chainage S. No. Side Intersections (km) (Y/T) NH,SH,MDR,ODR,VR 24 164.100 ╬ VR 25 165.500 ╦ VR 26 167.010 ╦ VR 27 169.010 ╦ VR 28 172.200 ╬ VR 29 174.300 Y MDR-50 30 176.400 ╬ VR 31 177.400 ╦ VR 32 180.400 ╦ SH-45 33 183.800 ╦ ODR 34 185.100 ╦ VR 35 189.500 ╦ VR 36 190.010 ╬ VR 37 192.700 ╦ VR 38 193.400 ╦ VR 39 194.900 ╦ VR 40 195.000 ╦ VR 41 195.300 Y VR 42 195.750 ╦ VR 43 196.010 Y ODR

11. STRETCHES PASSING THROUGH ABUTTING FOREST AREA The stretches of Highway-4 given in Table A-17 are passing through abutting forest area. Table A-17 Sections passing through abutting forest S. No Name of the Existing Chainage Side (Left, Right Length Forest Area From To , both) Nil

12. STRETCHES PASSING THROUGH.ABUTTING WILDLIFE AREA The stretches of Highway-4 given in Table A-18 are passing through abutting wildlife area. Table A-18 Sections abutting wildlife area S. No Name of Existing Chainage Side Length

theWildlife From To (Left. Right .Both) area Nil

13. STRETCHES PASSING THROUGH .ABUTTING CRZ AREA

The stretches of Highway-4 given in Table A-19 are passing through abutting CRZ area. Table A-19 Sections passing through CRZ area S. No Name of the Existing Chainage Length Type of CRZ From To CRZ I . II . III Nil

14. ENVIRONMENTALLY SENSITIVE AREAS

The sections of Highway-4 passing through environmentally sensitive areas such as Mangroves, mud floors, bird sanctuaries etc. are given in Table A-20.

Table A-20 Sections passing through environmentally sensitive areas

S. No Environmentally Existing Chainage Length Remarks Sensitive Areas From To Nil

15. BUILT-UP AREA

The sections of Highway-4 passing through built-up areas are given in TableA-21. Table A-21 sections passing through Built-up Areas

Name of Built-up Existing Chainage (km) S. No. Length (km) Area From To 1 Kathumar 148.300 150.400 2.100 2 Nagar 158.900 162.000 3.100 3 Beru 168.300 169.400 1.100 4 Sikri 180.300 181.800 1.500 5 Chhajjo Khera 183.700 184.100 0.400

Name of Built-up Existing Chainage (km) S. No. Length (km) Area From To 6 Gopalgarh 188.850 190.000 1.150 0.200 7 Pahari 195.800 196.000

16. OTHER STRUCTURES

Details of other structures, such as Foot over Bridges (FOB), subways, toll plazas, canal crossings etc. are as under:

Table A-22 Details of other structures

Existing S. No Name of Structure Side Remark Chainage Nil

18. TYPE OF TERRAIN

The types of terrain through which Highway-4 passes are given in Table A-23.

Table A-23 Type of terrain

S. Existing Chainage (km) Type of Length(km) Remarks No From To Terrain 1 137.000 (End of 196.000 (T Junction 61.156 Plain - Kherli bypass) of Pahari Kaman junction

19. REFERENCING SYSTEM

The relationship between the existing chainage and design chainage for the Highway-4 is given in Table A-24.

Table A-24 Relationship in referencing system S. No. Existing km Stone Design Chainage Remarks

S. No. Existing km Stone Design Chainage Remarks 1 End of Kherli bypass 0 Km . 137 - Missing 2 Km. 138 - Missing 3 139 1755 - 4 140 2770 - 5 141 3788 - 6 142 4800 - 7 143 5812 - 8 144 6832 - 9 145 7840 - 10 146 8854 - 11 147 9900 - 12 148 10902 - 13 149 11885 - 14 150 13010 - 15 151 13932 - 16 152 14954 - 17 153 15942 - 18 154 16951 - 19 155 17959 - 20 156 18970 - 21 157 19970 - 22 158 20750 - 23 59 21600 - 24 58 22585 - 25 159 23584 - 26 160 24570 27 25545 Km. 163 - Missing 28 162 26532 -

S. No. Existing km Stone Design Chainage Remarks 29 163 27565 - 30 164 28585 - 31 165 29600 - 32 166 30607 - 33 167 31600 - 34 168 32570 - 35 169 33645 - 36 34655 Km. 172 - Missing 37 171 35650 - 38 172 36695 - 39 173 37710 - 40 174 38745 - 41 39710 Km. 177 - Missing 42 40780 Km. 178 - Missing 43 41785 Km. 179 - Missing 44 178 42810 - 45 179 43810 - 46 44873 Km. 182 - Missing 47 181 45915 - 48 182 46930 - 49 183 47940 - 50 184 48960 - 51 185 49985 - 52 51010 Km. 188 - Missing 53 51985 Km. 189 - Missing 54 53335 Km. 190 - Missing 55 54300 Km. 191 - Missing 56 190 55125 - 57 191 56150 -

S. No. Existing km Stone Design Chainage Remarks 58 192 57150 - 59 193 58175 - 60 194 59120 - 61 60245 Km. 197 - Missing 62 196 61156 - Total Length 61.600 -

20. FEASIBILITY REPORT

The feasibility report for Highway-4 is provided in soft copy is for purpose of reference only. The Authority makes no representation whatsoever, express, implicit or otherwise, regarding the accuracy, adequacy, correctness, reliability and or completeness of any assessment, assumptions, statement or information provided by it and the Concessionaire confirms that it shall have no claim whatsoever against the Authority in this regard.

SCHEDULE- B (See Clause 2.1 )

DEVELOPMENT OF THE PROJECT

1 Development of the Project

Development of the Project shall include construction of the Project as described in this Schedule-B and Schedule- C.

2 Two Laning/ Intermediate-Laning

2.1 Two Laning/ Intermediate-Laning shall mean Two Laning/ Intermediate-Laning of the Project, including a wider carriageway in specified sections, as described in Annex-I of this Schedule-B and Annex-I of Schedule-C.

2.2 Two Laning/ Intermediate – Laning shall be completed by the Concessionaire in conformity with the Specifications and Standards set forth in Annex-I of schedule-D and stipulations in Schedule-S.

3 Cross Sections

The typical road cross sections to be developed for different segments of the Project are given in AppendixB-I.

Annex – I

(Schedule – B) Description of Project

Highway-1: Kanwas-Khanpur-Aklera section of SH-74

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

1. WIDTH OF CARRIAGEWAY

1.1. The paved carriageway shall be 5.5m wide provided that in the built-up stretches the width of carriageway shall be as given in Table B-1 hereunder :

Table B-1 Width of carriageway

Existing Chainage Design Chainage S. (in Km) (in Km) Length Carriageway No. (km) Width (m) From To From To

1 11.730 13.590 0.000 1.850 1.850 7.0

2 23.190 23.750 11.400 11.950 0.550 7.0

3 30.480 31.450 18.650 19.600 0.950 7.0

4 35.780 37.050 23.920 25.170 1.250 7.0

1.2 Except as otherwise provided in this Agreement, width of paved carriageway shall confirm to clause 1.1 above. Where a bypass is constructed and commissioned, the existing length passing through the relevant settlement shall be developed and maintained as per the Manual, save and except that its carriageway shall be 5.5 m wide (Intermediate lane) or existing width whichever is more.

2. PROJECT FACILITIES The Project Facilities shall be constructed in conformity with Annex-I of Schedule-C.

3. SPECIFICATIONS AND STANDARDS The Highway-1 shall be constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule – D.

4. OTHER FEATURES OF TWO LANE

4.1. Alignment Plan and Longitudinal Section An alignment plan for bypasses and new alignments is given at Appendix B-I in soft copy. 4.2. Improvement of Horizontal Curves

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Except for the locations of urban/ habitations (if requisite land for improvement is not made available by the Authority) the stipulations as provided in IRC SP-73-2007 shall be followed.

4.3. Road sections requiring Raising The existing Highway-1 shall be raised in the sections given in Table B-2.

Table B-2 Sections requiring Raising

Existing Design Chainage Length S. No. Chainage (in Km) (in Km) (m) From To From To

1 13.590 15.720 1.850 3.970 2120

2 24.000 25.960 12.200 14.150 1950

3 37.035 38.390 25.170 26.520 1350

4 39.800 40.670 27.920 28.790 870

5 44.580 49.450 32.670 37.520 4850

6 54.480 55.580 42.520 43.620 1100

7 65.210 66.720 53.200 54.700 1500

8 71.370 72.670 59.320 60.620 1300

9 75.300 77.100 63.230 65.020 1790

10 85.620 86.830 73.500 74.700 1200

4.4. Reconstruction Stretches

Details of reconstruction stretches for existing pavement are listed in Appendix B-II.

4.5. Bypasses and new alignments

The details of bypasses and new alignments to be provided in Highway-1 are given in Appendix B-III.

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

4.6. Service Road and Slip Roads

Service roads and slip roads shall be provided in stretches indicated in Appendix B-IV.

Parking bays shall be provided as per details given in Appendix B-IV.

4.7. Proposed ROW and Additional Land Requirement

The details of proposed ROW and the additional land already being to be acquired are given in Appendix B-V. This shall also include additional land requirement for improvement of intersections.

4.8. Type of Pavement

Type of pavement shall be provided as per Section 5 of the Manual. However, in the sections given in Table B-3 the type of pavement shall be as specified therein.

Table B-3 Type of pavement

Existing Design Chainage(in S. Length Chainage (in Km) Km) Type of Pavement No. (in Km) From To From To

1 11.730 13.590 0.000 1.850 1.850 Rigid

2 23.190 23.740 11.400 11.950 0.550 Rigid

3 30.480 31.990 18.650 20.150 1.500 Rigid

4 39.085 39.200 27.210 27.320 0.110 Rigid

5 40.670 41.040 28.790 29.150 0.360 Rigid

6 61.460 62.750 49.470 50.750 480 Rigid

7 73.560 74.870 61.500 62.800 1.300 Rigid

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

The pavement type at all Toll Plazas including tapering zone shall be rigid.

As per the Manual requirement, a minimum of 5 MSA shall be adopted for pavement design.

4.9. Intersections

New intersections shall be provided at locations specified in Appendix B-VI.

4.10. Underpasses, Overpasses

Vehicular underpasses and light vehicular underpasses shall be provided as per details given in Appendix B-VII. Pedestrian and Cattle underpass shall be provided as per details given in Appendix BVII. Overpasses shall be provided as per details given in Appendix B-VIII.

4.11. Median (Type, Width and Openings)

The Medians shall be provided as per details given in Table B-4 (a) with location of Median openings as per Table B-4(b).

Table B-4(a) Type and Width of Medians

S. Type of Median Type of Section No. (Raised, Depressed) Open Country with Isolated Built Nil up Area Built up Area Nil Approach to Grade Nil Separator Structure

Table B-4(b) Location of Median Openings

S. No. Existing Chainage Design Chainage Remarks

Shall be decided in consultation with the Independent Engineer

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

4.12. Major Bridges

Major bridges as listed in Appendix B-IX shall be constructed, widened, reconstructed, rehabilitated or extended.

4.13. Minor Bridges

Minor bridges as listed in Appendix B-X shall be constructed, widened, reconstructed, rehabilitated or extended.

4.14. Culverts

Culverts shall be constructed, widened, reconstructed, rehabilitated or extended as listed in Appendix B-XI.

4.15. ROBs/RUBs

Details of ROBs/RUBs to be constructed, widened, reconstructed or rehabilitated are given in Appendix B-XII.

4.16. Tunnels

Details of tunnels to be provided are given at Appendix B-XIII.

4.17. Utility Crossings

Utilities crossings along or across the Highway-1 shall be provided as detailed in Appendix B-XIV.

4.18. Rainwater Harvesting System

Rain water harvesting system shall be provided along the Highway-1 as given in Appendix B-XV.

4.19. Maintenance of Existing Structures

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

All the other structures mentioned in Schedule-A are also to be maintained apart from the Maintenance Requirements specified in the Concession Agreement.

4.20. Emergency Escape Ramps

Emergency escape ramps shall be provided in ghat sections at the locations given in Table B-5, as per Schedule-D. Table B-5 Emergency escape ramps

S. No. Design Chainage Side Remarks Nil

4.21. Traffic Impact Attenuators

The locations of traffic impact attenuators are given in Table B-6.

Table B-6 Location of traffic impact attenuators

S. No. Design Chainage Side Remarks Nil

4.22. Built-Up Sections

The built-up sections in the Highway-1 are given in Schedule-A.

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-I

Alignment plan, longitudinal profile and TCS including bypasses are given in CD.

Typical road cross-sections and application

Tentative Design Chainage Length S. No (in km) Widening Scheme From To (m) 1 0.000 0.770 770 TCS 10 2 0.770 1.850 1080 TCS 9 3 1.850 3.970 2120 TCS 1 4 3.970 5.640 1670 TCS 2 5 5.640 6.300 660 TCS 2 6 6.300 11.400 5100 TCS 2 7 11.400 11.950 550 TCS 9 8 11.950 12.200 250 TCS 2 9 12.200 14.150 1950 TCS 1 10 15.100 15.720 620 TCS 2 11 15.720 16.470 750 TCS 2 12 16.470 18.650 2180 TCS 2 13 18.650 19.600 950 TCS 10 14 19.600 20.150 550 TCS 5 15 20.150 20.830 680 TCS 2 16 20.830 21.280 450 TCS 6 17 21.280 23.920 2640 TCS 2 18 23.920 25.170 1250 TCS 8 19 25.170 26.520 1350 TCS 1 20 26.520 27.210 690 TCS 2 21 27.210 27.320 110 TCS 3 22 27.320 27.920 600 TCS 2 23 27.920 28.790 870 TCS 1 24 28.790 29.150 360 TCS 4 25 29.150 32.670 3520 TCS 2 26 32.670 37.520 4850 TCS 1 27 37.520 42.120 4600 TCS 2 28 42.120 42.340 220 TCS 2 29 42.340 42.520 180 TCS 2 30 42.520 43.620 1100 TCS 1 31 43.620 46.270 2650 TCS 2 32 46.270 46.520 250 TCS 2

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

33 46.520 49.470 2950 TCS 2 34 49.470 49.950 480 TCS 5 35 49.950 50.750 800 TCS 4 36 50.750 53.200 2450 TCS 2 37 53.200 54.700 1500 TCS 1 38 54.700 54.820 120 TCS 2 39 54.820 55.020 200 TCS 2 40 55.020 57.270 2250 TCS 2 41 57.270 57.680 410 TCS 2 42 57.680 58.000 320 TCS 6 43 58.000 59.320 1320 TCS 2 44 59.320 60.620 1300 TCS 1 45 60.620 61.500 880 TCS 2 46 61.500 62.800 1300 TCS 5 47 62.800 63.230 430 TCS 2 48 63.230 65.020 1790 TCS 1 49 65.020 67.670 2650 TCS 2 50 67.670 67.830 160 TCS 6 51 67.830 73.500 5670 TCS 2 52 73.500 74.700 1200 TCS 1 53 74.700 74.820 120 TCS 2

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-II

Details of stretches proposed for reconstruction

S. Existing Chainage (km) Design Chainage (km)

No. Length (km) From To From To 1 12.500 13.590 0.770 1.850 1.080 2 23.190 23.740 11.400 11.950 0.550 3 31.430 31.990 19.600 20.150 0.550 4 32.670 33.125 20.830 21.280 0.450 5 35.780 37.035 23.920 25.170 1.250 6 61.460 61.950 49.470 49.950 0.480 7 69.720 70.040 57.680 58.000 0.320 8 73.560 74.870 61.500 62.800 1.300 9 79.760 79.920 67.670 67.830 0.160

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-III

Details of Bypasses and New Alignments

1. Bypasses

S. Existing Design Chainage No. Name of Bypass Chainage(km) (km) Length (km) From To From To 1 Khanpur 44.530 49.380 32.670 37.520 4.85

2. New Alignments

Length Sl. Existing Chainage Design Chainage (km) No. From To From To 1 16.840 17.17 5.09 5.42 0.330 2 19.010 19.155 7.245 7.385 0.145 3 64.420 64.670 52.40 52.65 0.250 4 68.860 69.280 56.83 57.25 0.420 5 69.485 69.665 57.45 57.63 0.180 6 77.440 77.820 65.35 65.72 0.380

Note: The existing road which is proposed to be bypassed shall be maintained by the Concessionaire at all times during entire Concession Period. The Concessionaire shall also provide at least one renewal layer with bituminous specifications not less than that of the existing surface, in the entire stretch being bypassed during the Construction Period of the Project.

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-IV

Details of Service Road and Slip Road

i) Service Road and Slip Road

S. Existing Chainage Design Chainage Carriageway Length No. Width Side From To From To Nil

ii) The parking bays shall be provided in the following locations on service road

Existing Chainage Design Chainage

S. Length (km) No. Side From To From To Nil

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-V

Details of Proposed ROW and Additional Land

1. Proposed ROW Details of proposed ROW for the Highway-1 are given below:

S. Existing Chainage (km) Design Chainage (km) Proposed No. From To From To ROW (m) 20.0 1 11.730 13.490 0.000 1.750 22.0 2 13.490 15.020 1.750 3.270 62.0 3 15.020 15.140 3.270 3.395 89.0 4 15.140 15.270 3.395 3.523 62.0 5 15.270 15.380 3.523 3.620 30.0 6 15.380 16.070 3.620 4.320 17.0 7 16.070 16.850 4.320 5.090 18.2 8 16.850 16.960 5.090 5.200 20.0 9 16.960 17.130 5.200 5.375 18.0 10 17.130 17.180 5.375 5.420 18.0 11 17.180 19.010 5.420 7.245 16.1 12 19.010 19.150 7.245 7.385 20.5 13 19.150 23.410 7.385 11.620 18.0 14 23.410 23.710 11.620 11.920 22.0 15 23.710 25.120 11.920 13.320 18.0 16 25.120 25.700 13.320 13.900 12.0 17 25.700 26.700 13.900 14.890 18.0 18 26.700 29.140 14.890 17.320 24.0 19 29.140 30.850 17.320 19.020

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

23.0 20 30.850 31.930 19.020 20.090 18.0 21 31.930 32.610 20.090 20.770 22.0 22 32.610 33.160 20.770 21.320 20.0 23 33.160 34.370 21.320 22.520 24.0 24 34.370 35.830 22.520 23.970 17.0 25 35.830 37.030 23.970 25.165 26.0 26 37.030 42.710 25.165 30.815 24.0 27 42.710 44.550 30.815 32.650 30.0 28 44.550 49.450 32.650 37.520 25.0 29 49.450 55.280 37.520 43.320 27.0 30 55.280 61.410 43.320 49.420 15.0 31 61.410 62.720 49.420 50.720 35.0 32 62.720 64.400 50.720 52.390 44.3 33 64.400 64.730 52.390 52.720 27.0 34 64.730 65.160 52.720 53.150 69.3 35 65.160 65.250 53.150 53.230 90.5 36 65.250 65.420 53.230 53.400 69.3 37 65.420 65.470 53.400 53.450 25.0 38 65.470 65.840 53.450 53.820 22.0 39 65.840 68.860 53.820 56.830 18.6 40 68.860 69.060 56.830 57.025 22.5 41 69.060 69.290 57.025 57.250 20.0 42 69.290 69.490 57.250 57.450 16.8 43 69.490 69.550 57.450 57.510 17.4 44 69.550 69.630 57.510 57.590 13.8 45 69.630 69.670 57.590 57.630 21.0 46 69.670 73.280 57.630 61.220

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

19.0 47 73.280 73.680 61.220 61.620 15.0 48 73.680 74.480 61.620 62.420 22.0 49 74.480 76.550 62.420 64.475 20.0 50 76.550 77.430 64.475 65.350 26.5 51 77.430 77.800 65.350 65.720 22.0 52 77.800 78.660 65.720 66.570 23.0 53 78.660 85.940 66.570 73.815 25.5 54 85.940 86.950 73.815 74.820

2. Additional Land Required Details of additional land to be acquired are given below:

Existing Chainage Design Chainage (km) Additional Land Width S. (km) (m) No. From To From To LHS RHS 1 15.020 15.140 3.270 3.395 - 35 2 15.140 15.270 3.395 3.523 28 35 3 15.270 15.370 3.523 3.620 - 35 4 16.850 16.960 5.090 5.200 3.2 - 5 16.960 17.130 5.200 5.375 2.4 2.6 6 17.130 17.180 5.375 5.420 - 3.0 7 19.010 19.150 7.245 7.385 3.1 - 8 44.550 49.450 32.650 37.520 15 15 9 64.400 64.730 52.390 52.720 8.3 - 10 65.160 65.250 53.150 53.230 32.3 - 11 65.250 65.420 53.230 53.400 32.3 21.2 12 65.420 65.470 53.400 53.450 32.3 - 13 68.860 69.060 56.830 57.025 - 0.6 14 69.060 69.290 57.025 57.250 4.5 - 15 69.490 69.550 57.450 57.510 - 0.8 16 69.550 69.630 57.510 57.590 2.4 2 17 69.630 69.670 57.590 57.630 - 0.8

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

18 77.430 77.800 65.350 65.720 - 4.5

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-VI

New Intersections

A. At- Grade Intersections Location of intersection S. Indicate figure number of Typical No. Existing Chainage Design Design in Manual to be referred (km) Chainage(km) Refer Chapter 3 of Manual 1 44.530 32.670 (IRC SP:73-2007) Refer Chapter 3 of Manual 2 47.120 35.190 (IRC SP:73-2007) Refer Chapter 3 of Manual 3 49.380 37.520 (IRC SP:73-2007)

B. Grade Separated Intersection without Ramps

S. Location of intersection Category of Indicate figure No. road to be number of Typical Existing Design carried over or Design of At -Grade Chainage Chainage under the intersection below structure Structures as per Manual Nil

C. Interchanges (Grad Separated Intersection with connecting Ramps)

S. Location of intersection Type of Interchange to be provided* No. Existing Design Chainage Chainage Nil

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-VII

Details of Vehicular Underpasses

Existing Design Type of S. No. Chainage Chainage Intersecting Roads Span arrangement

Nil

Details of Light Vehicular Underpasses

Existing Design Type of S. No. Span arrangement Chainage Chainage Intersecting Roads

Nil

Details of Pedestrian/Cattle Underpasses

S. No. Existing Chainage Design Chainage Span arrangement

Nil

Appendix B-VIII Details of Overpasses

Category Existing Design Span Clear Width of Intersecting Remarks S. No. Chainage Chainage arrangement the structure Roads

Nil

Schedule-B Highway-1: Kanwas- Kahapur-Aklera section of SH-74

Appendix B-IX

Details of New Major Bridges and Rehabilitation/Repair/Widening Scheme for Existing Major Bridges

A. Construction of New Major Bridges

Name Side Minimum Utilities to S. Existing Design Type of Total Width Minimum Remarks of (LHS/RHS Linear Water be No. Chainage Chainage Structure of Structure Span Length Bridge /Both) way Carried Nil

B. Widening of Existing Major Bridges

Name of Existing Design S. No. Side (LHS/RHS/Both) Proposed Width Remarks Bridge Chainage Chainage Nil

C. Rehabilitation/Repair of Existing Major Bridges

Existing Side Details of S. No. Name of Bridge Design Chainage Details of Repair Chainage (LHS/RHS/Both) Rehabilitation Nil

96 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Appendix B-X

Details of New Minor Bridges and Rehabilitation/Repair/Widening Scheme for Existing Minor Bridges

A. New/Reconstruction of Minor Bridges on main carriageway

Side Total Linear Utilities to S. Name of Existing Design (LHS/RHS Width of Waterway be Remarks No. Bridge Chainage Chainage /Both) Structure (m) Carried 1 12.252 0.785 - 9.50 20 Yes Reconstruction 2 12.625 0.890 - 9.50 20 Yes Reconstruction 3 19.817 8.073 - 9.50 10 Yes Reconstruction 4 20.104 8.363 - 9.50 10 Yes Reconstruction 5 20.700 8.960 - 9.50 20 Yes Reconstruction 6 22.055 10.310 - 9.50 12 Yes Reconstruction 7 24.413 12.666 - 9.50 12 Yes Reconstruction 8 25.318 13.568 - 9.50 27 Yes Reconstruction 9 32.250 20.520 - 9.50 12 Yes Reconstruction 10 36.900 25.180 - 9.50 48 Yes Reconstruction 11 37.643 25.900 - 9.50 40 Yes Reconstruction 12 37.996 26.250 - 9.50 20 Yes Reconstruction 13 61.970 50.204 - 9.50 12 Yes Reconstruction

B. Construction of New Minor Bridges on service road

97 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

S. Name of Existing Design Side Total Width of Minimum Linear Utilities to Remarks No. Bridge Chainage Chainage (LHS.RHS Structure Span Water be .Both) Length way Carried Nil

C. Widening of Existing Minor Bridges

S. No. Name of Existing Design Side Proposed Width (m) Remarks Bridge Chainage (km) Chainage (km) (LHS/RHS/Both) 1 32.400 20.725 Both 9.5 Widening 2 58.351 46.592 Both 9.5 Widening 3 72.497 60.735 Both 9.5 Widening 4 75.700 63.934 Both 9.5 Widening 5 76.375 64.558 Both 9.5 Widening 6 78.755 67.000 Both 9.5 Widening 7 80.532 68.754 Both 9.5 Widening

D. Rehabilitation/Repair Minor Bridges

S. Existing Side Details of Name of Bridge Design Chainage Rehabilitation No. Chainage (LHS/RHS/Both) Repair Nil

98 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

E. Widening of Existing Minor Bridges-on service road

S. Name of Existing Design Side (LHS/RHS/Both) Proposed Width Remarks No. Bridge Chainage Chainage Nil

F. Rehabilitation/Repair of Existing Minor Bridges-on service road

S. Name of Bridge Existing Chainage Design Chainage Side Details of Details of No. (LHS/RHS/Both) Rehabilitation Repair Nil

99 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Appendix B-XI

A. Reconstruction of Culverts

Existing Chainage Design Span Arrangement (m) S. No Existing CD No. Type of Structure (km) Chainage (km) / No. x Dia (m) 1 - 15.963 4.215 Pipe culvert 1 x 1.2 2 - 16.675 4.828 Pipe culvert 1 x 1.2 3 - 16.980 5.237 Slab culvert 1 x 6.0 4 - 19.600 7.855 Pipe culvert 1 x 1.2 5 - 23.660 11.922 Pipe culvert 1 x 1.2 6 - 25.183 13.385 Slab culvert 1 x 2.0 7 - 27.581 15.832 Slab culvert 1 x 5.0 8 - 33.526 21.778 Slab culvert 1 x 2.35 9 - 34.850 23.115 Slab culvert 1 x 5.0 10 - 35.025 23.278 Slab culvert 1 x 5.0 11 - 37.135 25.390 Pipe culvert 1 x 1.2 12 - 42.690 30.940 Pipe culvert 1 x 1.2 13 - 45.000 33.245 Pipe culvert 2 x 1.2

100 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

14 - 45.360 33.610 Slab culvert 1 x 1.0 15 - 45.490 33.723 Slab culvert 1 x 6.0 16 - 49.558 37.735 Pipe culvert 1 x 1.2 17 - 49.838 38.065 Pipe culvert 1 x 1.2 18 - 50.785 39.011 Pipe culvert 1 x 1.2 19 - 51.020 39.265 Pipe culvert 1 x 1.2 20 - 53.656 41.896 Pipe culvert 1 x 1.2 21 - 55.272 43.500 Slab culvert 1 x 5.0 22 - 55.576 43.815 Slab culvert 1 x 5.0 23 - 57.890 46.130 Pipe culvert 1 x 1.2 24 - 60.600 48.840 Slab culvert 1 x 3.0 25 - 61.635 49.868 Pipe culvert 1 x 1.2 26 - 61.932 50.165 Slab culvert 1 x 5.0 27 - 62.700 50.935 Slab culvert 1 x 2.0 28 - 65.034 53.268 Pipe culvert 1 x 1.2 29 - 67.323 55.560 Pipe culvert 1 x 1.2 30 - 67.911 56.145 Slab culvert 1 x 3.0 31 - 68.637 56.870 Slab culvert 1 x 3.0

101 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

32 - 69.830 58.065 Slab culvert 1 x 3.0 33 - 70.600 58.835 Slab culvert 1 x 5.0 34 - 70.750 58.985 Slab culvert 1 x 3.0 35 - 71.470 59.682 Slab culvert 1 x 5.0 36 - 71.663 59.875 Slab culvert 1 x 3.0 37 - 79.734 67.970 Slab culvert 1 x 3.0

B. New Culverts

Span Arrangement (m) / S. No. Existing Chainage(km) Design Chainage(km) Type of Structure No. x Dia (m) 1 13.100 1.365 Slab culvert 1 x 1.0 2 15.600 3.850 Pipe culvert 1 x 1.2 3 17.100 5.357 Pipe culvert 1 x 1.2 4 19.000 7.257 Pipe culvert 1 x 1.2 5 21.252 9.512 Slab culvert 1 x 3.0 6 23.400 11.655 Slab culvert 1 x 2.0 7 24.100 12.360 Pipe culvert 1 x 1.2 8 24.200 12.460 Pipe culvert 1 x 1.2 9 29.300 17.550 Pipe culvert 1 x 1.2 102 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

10 29.600 17.850 Pipe culvert 1 x 1.2 11 30.300 18.550 Pipe culvert 1 x 1.2 12 36.050 24.303 Slab culvert 1 x 1.0 13 39.600 27.855 Pipe culvert 1 x 1.2 14 40.000 28.255 Pipe culvert 1 x 1.2 15 42.100 30.350 Pipe culvert 1 x 1.2 16 51.880 40.125 Pipe culvert 1 x 1.2 17 57.550 45.790 Pipe culvert 1 x 1.2 18 59.600 47.840 Pipe culvert 1 x 1.2 19 60.200 48.440 Pipe culvert 1 x 1.2 20 66.450 54.685 Pipe culvert 1 x 1.2 21 67.000 55.235 Pipe culvert 1 x 1.2 22 68.550 56.785 Pipe culvert 1 x 1.2 23 70.100 58.335 Slab culvert 1 x 5.0 24 73.150 61.385 Slab culvert 1 x 5.0 25 74.370 62.605 Slab culvert 1 x 2.0 26 79.450 67.695 Pipe culvert 1 x 1.2 27 82.400 70.630 Pipe culvert 1 x 1.2

103 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

28 83.350 71.580 Pipe culvert 1 x 1.2 29 85.800 73.785 Pipe culvert 1 x 1.2 30 86.250 74.470 Pipe culvert 1 x 1.2 Note: 1. In addition to above, if new culverts are required to be constructed as per design consideration, the same shall be constructed in consultation with Independent Engineer and shall not be considered as Change of Scope.

C. New Culverts at location of Intersections:

Span Arrangement S. No. Existing Chainage (km) Design Chainage(km) Type of Structure (m) / No. x Dia. (m) 1 44.530 32.670 Pipe Culvert 1 x 1.2m 2 - 35.100 Pipe Culvert 1 x 1.2m 3 - 35.190 Pipe Culvert 1 x 1.2m 4 49.380 37.520 Pipe Culvert 1 x 1.2m

Note: In addition to above, the Concessionaire shall ensure adequate road side drainage all along the Highway-1. All roads approaching/intersecting the Highway-1 shall be provided with a minimum of single row 900mm dia NP4 pipe culvert.

104 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

D. Widening of Culverts

Existing Design Existing Structure* Proposed Width S. No. Existing CD No. Chainage(km) Chainage(km) Type Width (m) 1 14.1 14.303 2.555 Box Culvert 7.7 9.50 2 15.1 15.050 3.300 Box Culvert 7.7 9.50 3 30.1 30.484 18.740 Box Culvert 8.6 9.50 4 32.1 32.082 20.335 Slab culvert 7.6 9.50 5 33.1 33.082 21.344 Slab Drain 7.8 9.50 6 37.2 37.464 25.722 Slab culvert 7.4 9.50 7 41.1 41.570 29.822 Pipe culvert 7.6 9.50 8 44.1 44.610 32.861 Slab culvert 8.1 9.50 9 52.1 52.217 40.463 Slab culvert 7.3 9.50 10 52.2 52.608 40.902 Slab culvert 7.4 9.50 11 60.2 60.719 48.958 Pipe culvert 7.9 9.50 12 63.1 63.25 51.481 Slab culvert 8.2 9.50 13 64.1 64.134 52.368 Slab culvert 8.2 9.50

*Slab/Box Culvert, Hume Pipe Culvert

105 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Appendix B-XII

Details of ROBs/RUBs

A. New ROBs to be constructed Name of Total S. Existing Design RoW of Skew Width of Stair Case/ Location Crossing Length of Remarks No. Chainage Chainage Railways Angle Structure Footpath/VUP LC No. Structure Nil

B. New RUBs to be constructed S. No. Location Existing Chainage Design Chainage Skew Angle Horizontal Remarks Clearance Nil

C. Widening to be done of following existing ROBs

S. No. Location Existing Design Chainage Side (LHS/RHs/Both) Proposed Width Details of Chainage Repair Nil

106 Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Appendix B-XIII Tunnels

Tunnels shall be provided at the following stretches.

Existing Chainage Design Chainage S. No Length From To From To

Nil

Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Appendix B-XIV Details of Utility Crossings

Utility Duct of 300 mm dia NP-4 pipe for crossing of utilities shall be provided at an interval of 500 m in built-up areas/ habitations and bypasses/realignments.

Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Appendix B-XV

The rainwater harvesting structures shall be provided at the following locations, as per the MOEF guidelines and IRC SP 42:

S. No. Details Such as Location/Interval/ Size Remarks

1 At 2000m interval Staggered on both side

Schedule-B Highway-1: Kanwas-Aklera (SH-74)

Annex – I

(Schedule–B) Description of Highway-2

Highway-2: Deoli- Kanwas section of SH-74 A

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 110

1 WIDTH OF CARRIAGEWAY

1.1 The carriageway shall be 7.0 m wide provided that in the following built-up stretches the width of carriageway shall be as under:

Table B-1 Width of Carriageway Length S. Existing Design Chainage of No. Chainage (km) (km) section Roadway Width Carriageway (m) (m) Width (m) From To From To

1 0.5 1 0.5 10 5.5

2 1 2 1 2.003 1.003 10 5.5

3 2 3 2.003 2.9 0.897 10 5.5

4 3.5 4.002 0.502 10 5.5

5 4 5 4.002 4.99 0.988 10 5.5

6 5 6 4.99 6.005 1.015 10 5.5

7 6 7 6.005 7.008 1.003 10 5.5

8 7 8 7.008 7.4 0.392 10 5.5

9 8 9 8.6 9.008 0.408 10 5.5

10 9 10 9.008 9.941 0.933 10 5.5

11 10 11 9.941 10.94 0.999 10 5.5

12 11 12 10.94 11.94 1 10 5.5

13 12 13 11.94 12.937 0.997 10 5.5

14 13 14 12.937 13.937 1 10 5.5

15 14 14.823 13.937 14.85 0.913 10 5.5

1.2 Except as otherwise provided in this Agreement. The width of carriageway shall confirm to clause 1.1 above.

2. PROJECT FACILITIES Project Facilities shall be constructed in conformity with Annex-I of Schedule-C.

3. SPECIFICATIONS AND STANDARDS The Highway-2 shall be constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule – D.

4. OTHER FEATURES

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 111

4.1 Alignment Plan and Longitudinal Section An alignment plan for bypasses and new alignments is given at Appendix B-I in soft copy.

4.2 Improvement of Horizontal Curves Except for the locations of built-up areas/ habitations (if requisite land for improvement is not made available by the Authority) the stipulations as provided in IRC SP-73-2007 shall be followed. 4.3 Road Sections requiring Raising

The existing highway shall be raised in the sections given in Table B-2.

Table B-2 Sections requiring Raising S. No. Existing Chainage Design Chainage Length(Km) From To From To 1 0.000 7.000 0.000 7.008 7.008

4.4 Reconstruction Stretches Details of reconstruction stretches for existing pavement are listed in Appendix B-II.

4.5 Bypasses and new alignments The details of bypasses and new alignments to be provided in Highway-2 are given in Appendix B-III.

4.6 Service Road and Slip Roads Service roads and Slip roads shall be provided in stretches indicated in Appendix B- IV.

Parking bays shall be provided as per details given in Appendix B-IV.

4.7 Proposed ROW and Additional Land Requirement The details of proposed ROW and the additional land already being to be acquired are given in Appendix B-V. This shall also include additional land requirement for improvement of intersections.

4.8 Type of Pavement Type of pavement shall be provided as per Section 5 of the Manual. However, in the sections given in Table B-3 the type of pavement shall be as specified therein.

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 112

Table B-3 Type of Pavement Length Existing Chainage (km) Design Chainage of Type of S. No. section Pavement From To From To (km) 1 0 1 0 0.5 0.5 Rigid 2 2.9 3.5 0.6 Rigid 3 4 6.255 6.545 0.290 Rigid (Toll Plaza) 3 7.4 8.6 1.2 Rigid

The pavement type at all Toll Plazas including tapering zone shall be rigid.

As per the Manual requirement, a minimum of 2 MSA shall be adopted for pavement design.

4.9 Intersections

New intersections shall be provided at locations specified in Appendix B-VI as per Schedule-D.

4.10 Underpasses/ Overpasses

Vehicular underpasses and light vehicular underpasses shall be provided as per details given in Appendix B-VII. Pedestrian cattle underpass shall be provided as per details given in Appendix B- VII. Overpasses shall be provided as per details given in Appendix B-VIII.

4.11 Median (Type, Width and Openings)

The medians shall be provided as per details given in Table B-4 (a) with location of median openings as per Table B-4(b).

Table B-4(a) Type and width of Medians

Type of Median Width of Median S. Type of Section (Raised, Depressed) (As per No. Table 2.2 of Manual) Nil

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 113

Table B-4(b) Location of Median Openings S. No. Existing Chainage Design Chainage Remarks

Nil

4.12 Major Bridges

Major bridges as listed in Appendix B-IX shall be constructed, widened, reconstructed, rehabilitated or extended.

4.13 Minor Bridges

Minor bridges as listed in Appendix B-X shall be constructed, widened, reconstructed, rehabilitated or extended.

4.14 Culverts

Culverts shall be constructed, widened, reconstructed, rehabilitated or extended as listed in Appendix B-XI.

4.15 ROBs, RUBs

Details of ROBs, RUBs to be constructed, widened, reconstructed or rehabilitated are given in Appendix B-XII.

Note: In case bridges, grade separated structures and culverts are required to have single super structure for the both directions of travel, these shall be specified.

4.16 Tunnels

Details of tunnels to be provided are given at Appendix B-XIII.

4.17 Utility Crossings

Utilities crossings along or across the Highway-2 shall be provided as detailed in Appendix B-XIV.

4.18 Rainwater Harvesting System

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 114

Rain water harvesting system shall be provided along the Highway-2as given in Appendix B-XV.]

As per Ministry of Environment and Forests Notification, New Delhi dated14.01.1997 (as amended on 13.01.1998, 05.01.1999 & 6.11.2000), the construction of rain water harvesting structure is mandatory in and around water crisis area, notified by the Central Ground Water Board. The Concessionaire /consultant shall study Project area and location of rain water harvesting structures required to be provided shall be specified accordingly.

4.19 Emergency Escape Ramps

Emergency escape ramps shall be provided in ghat sections at the locations given in Table B-5, as per Schedule-D.

Table B-5 Emergency Escape Ramps

S. No. Design Chainage Side Remarks Nil

4.20 Traffic Impact Attenuators

The locations of traffic impact attenuators are given in Table B-6.

Table B-6 Location of Traffic Impact Attenuators

S. No. Design Chainage Side Remarks Nil

4.21 Built-Up Sections

The built-up sections in the Highway-2 are given in Schedule-A.

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 115

Appendix B-I

Alignment plan, longitudinal profile and TCS including bypasses are given in CD.

Typical Road Cross-Sections and Application Cross Design Width (m) Remarks Sectio Chainage n Type From To Carriageway Shoulder UCD CD/FP Outer dimensions of 1.00m wide 0.00 0.500 7.00 - - 1.00 Drain both side I will work as raised FP Flexible 0.500 2.900 5.50 2.25 Yes - II Pavement Outer dimensions of 1.00m wide 2.900 3.500 7.00 - - 1.00 Drain both side I will work as raised FP Flexible 3.500 6.255 5.50 2.25 Yes - II Pavement

Toll Plaza As per 6.255 6.545 - - - - IRC- 73 Flexible 6.545 7.008 5.50 2.25 Yes - II Pavement Flexible 7.008 7.400 5.50 2.25 Yes - III Pavement Outer dimensions of 1.00m wide 7.400 8.600 7.00 - - 1.00 Drain both side I will work as raised FP Flexible 8.600 14.850 5.50 2.25 Yes - III Pavement

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 116

Typical Cross Section Type I

Typical Cross Section Type-II

Typical Cross Section Type-III

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 117

Typical Cross Section for Covered Drain

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 118

Appendix B-II Details of stretches proposed for reconstruction

A) Flexible Pavement Existing Chainage Design Chainage Length From To From To 7.008 7.408 7.000 7.400 0.400 8.608 14.823 8.600 14.850 6.250

B) Rigid Pavement: Existing Chainage Design Chainage Length (Km) From To From To 7.400 8.600 7.400 8.600 1.200

Appendix B-III

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 119

Details of Bypasses and New Alignments

3. Bypasses

(a) Existing Design

Chainage Chainage Length Sl. Name of Bypass From To From To (km) No. Nil

4. New Alignments/ Realignment

S. No. Start Chainage End Chainage Length in Km. Nil

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 120

Appendix B-IV

Details of Service Road and Slip Road

i) Service Road and Slip Road

Existing Sl. Design Chainage Carriageway Chainage Length No. Width Side From To From To NIL

ii) The parking bays shall be provided in the following locations on service road

Existing Chainage Design Chainage Sl. Length (km) No. Side From To From To Nil

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 121

Appendix B-V Details of Proposed ROW and Additional Land

3. Proposed ROW Details of proposed ROW for the Highway-2 are given below:

S. Existing Chainage Design Chainage No. From To From To Proposed ROW 1. 0.000 1.000 0.000 1.000 30 2. 1.000 2.000 1.000 2.003 26 3. 2.000 2.900 2.003 2.907 16 4. 2.900 3.500 2.907 3.504 9 5. 3.500 3.800 3.504 3.800 16 6. 3.800 4.000 3.800 4.002 27 7. 4.000 4.500 4.002 4.495 21 8. 4.500 5.300 4.495 5.300 16 9. 5.300 5.800 5.300 5.800 21 10. 5.800 6.000 5.800 6.005 17 11. 6.000 6.255 6.005 6.255 16 12. 6.255 6.545 6.255 6.545 Proposed Toll Plaza 13. 6.545 7.000 6.545 7.008 16 14 7.000 7.400 7.008 7.408 17 15 7.400 7.740 7.408 7.748 9 16 7.740 8.000 7.740 8.008 9 17 8.000 8.200 8.008 8.208 16 18 8.200 9.000 8.208 9.008 16 19 9.000 14.823 9.000 14.850 16

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 122

Appendix B-VI

New Intersections

A. At- Grade Intersections Location of intersection S. Indicate figure number of Typical No. Existing Chainage Design Chainage Design in Manual to be referred Nil

B. Grade Separated Intersection without Ramps

C. Interchanges (Grade Separated Intersection with connecting Ramps)

Sl. Location of intersection Type of Interchange to be provided* No. Existing Design Chainage Chainage Nil *Indicate type of interchange such as trumpet, diamond, and cloverleaf, rotary.

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 123

Appendix B-VII

Details of Vehicular Underpasses

Existing Design Type of Sl. No. Chainage Chainage Intersecting Roads Span arrangement

Nil

Details of Light Vehicular Underpasses

Existing Design Type of Sl. No. Chainage Chainage Intersecting Span arrangement Roads Nil

Details of Pedestrian/ Cattle Underpasses

Sl. No. Existing Chainage Design Chainage Span arrangement

Nil

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 124

Appendix B-VIII Details of Overpasses

Existing Design Category Span Clear Width of Remarks Sl. No. Chainage Chainage Intersecting arrangement the structure Roads Nil

Schedule-B Highway-2: Deoli- Kanwas section of SH-74 A. Page - 125

Appendix B-IX

Details of New Major Bridges and Rehabilitation +Repair+Widening Scheme for Existing Major Bridges

D. Construction of New Major Bridges

Total Minimu Remar Side Utilitie Name Type of Width of m ks S. Existing Design (LHS, s to be of Structure* Structure Linear * No Chainage(k Chainage(k RHS, Carrie Bridg ** ** Water ** . m) m) Both) d e (m) way *** (m)

Concentr 1 5.025 5.025 RCC 12 m 104 m Yes ic

E. Widening of Existing Major Bridges

S. Name of Existing Design Side Proposed Width Remarks No. Bridge Chainage Chainage (LHS/RHS/Both)

Nil

F. Rehabilitation/ Repair of Existing Major Bridges

S. Name Existing Design Side Details of Details No. of Chainage Chainage (LHS/RHS/Both) Rehabilitation of Bridge Repair

Nil

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

(a) Repair. replacement of damaged railings and parapets, provision of crash barriers (b) Replacement of wearing coat **** (c) Replacement of expansion joints**** (d) Replacement of bearings**** (e) Structural repairs to sub-structure, super structure, including replacement of substructure. superstructure if required**** (f) Repair to flooring and protection works**** (g) Wearing course, Joints, Bearings shall be replaced for structures older than 15 years (Refer Manual 7.3), Replacement of Crash Barriers. (h) Measures, treatments for protecting structures in marine environment shall be specified. Any other****

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Appendix B-X

Details of New Minor Bridges and Rehabilitation+Repair+widening Scheme for Existing Minor Bridges

G. Construction of New Minor Bridges on main carriageway

Name Side Total Linear Utilities S. Existing Design of (LHS+RHS Width of Water to be Remarks No. Chainage(km) Chainage(km) Bridge +Both) Structure(m) way(m) Carried

1 -- Concentric 12.00 43.90m Yes Concentric 4.840 4.835

2 - 13.840 Concentric 12.00 34.00m Yes Concentric 13.900

H. Construction of New Minor Bridges on service road

S. Name Existing Design Side Total Minimum Linear Utilities Remarks No. of Chainage(m) Chainage(m) (LHS+RHS Width of Span Water to be Bridge +Both) Structur Length way Carried e Nil

Note: 1. In case of canal crossings, the proposed span arrangement is tentative and the same shall be finalized in consultation with the Authority & IE. Irrigation Authorities. Measures, treatments for protecting structures in marine environment shall be specified. 2. In case any minor bridge on service road is not proposed to be constructed as per Clause 2.12.2.2 of the Manual, this shall be indicated as a deviation in Schedule-D.

I. Widening of Existing Minor Bridges S. Name Existing Design No. Side Proposed of Chainage Chainage Remarks (LHS/RHS/Both) Width (m) Bridge (km) (km)

1. - 11.600 11.550 LHS 12.00

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

J. Rehabilitation, Repair Minor Bridges

S. Name Existing Design Side Details of Details No. of Chainage Chainage (LHS/RHS/Both) Rehabilitation of Bridge Repair Nil

ii) Repair, replacement of damaged railings and parapets, provision of crash barriers iii) Replacement of wearing coat **** iv) Replacement of expansion joints**** v) Replacement of bearings**** vi) Structural repairs to sub-structure. super structure, including replacement of substructure. superstructure if required**** vii) Repair to flooring and protection works**** Wearing course, joints, bearings shall be replaced for structures older than 15 years (Refer Manual 7.3), replacement of crash barriers. viii) Measures treatments for protecting structures in marine environment shall be specified. ix) Any other****

K. Widening of Existing Minor Bridges-on service road S. Name Existing Design Side Proposed Remarks No. of Chainage Chainage (LHS/RHS/Both) Width Bridge

Nil

L. Rehabilitation.Repair of Existing Minor Bridges-on service road S. Name of Existing Design Side Details of Details No. Bridge Chainage Chainage (LHS/RHS/Both) Rehabilitation of Repair Nil

(a) Repair and replacement of damaged railings and parapets, provision of crash barriers (b) Replacement of wearing coat **** (c) Replacement of expansion joints**** (d) Replacement of bearings**** (e) Structural repairs to sub-structure. super structure, including replacement of substructure. superstructure if required**** (f) Repair to flooring and protection works**** wearing course, Joints, bearings shall be replaced for structures older than 15 years (Refer Manual 7.3), Replacement of Crash Barriers. (g) Measures . treatments for protecting structures in marine environment shall be specified. (h) Any other****

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Appendix B-XI

Culverts

A. Reconstruction of Culverts Existing Existing Design Span Arrangement, S.No. CD No. Chainag Type of Culvert Chainage (km) No. x Dia e (km) 1 - 0.265 0.276 Pipe Culvert 2x1200mm dia 2 - 0.335 0.350 Box Culvert 1x3.5x3.5 3 - 0.830 0.840 Box Culvert 1x3x2 4 - 1.077 1.082 Box Culvert 1x3x3 5 - 4.170 4.165 Box Culvert 1x3.5x2.5 6 - 7.400 6.705 pipe Culvert 2x1200mm dia

B. New Culverts The Concessionaire shall prepare drainage plan for complete Highway-2 and provide additional new culverts as per drainage design requirements at the locations finalised in consultation with Independent Engineer and same shall not be considered as change of scope.

C. New Culverts at the location of Intersections The Concessionaire shall ensure adequate road side drainage all along the Highway-2. All roads approaching/ intersecting the Highway-2 shall be provided with a minimum of single row of 900mm dia NP-4 pipe culvert.

D. Widening of Culverts

Existing CD Existing Design Existing Structure Proposed S. No. No. Chainage(km) Chainage(km) Type Width(m) Width(m) 1 - 7.78 7.788 Pipe culvert 7 12

2 - 8.36 8.335 Slab culvert 7 12 - Slab 3 13.385 13.32 7.5 12 Culvert

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Appendix B-XII

Details of ROBs / RUBs

D. New ROBs to be constructed

S. Location Existing Design Name of RoW of Skew Total Width of Stair Case/ Remarks No. Chainage Chainage Crossing Railways Angle Length of Structure Footpath/VUP LC No. Structure Nil

E. New RUBs to be constructed S. Location Existing Design Skew Horizontal Remarks No. Chainage Chainage Angle Clearance Nil

F. Widening to be done of following existing ROBs

S. Location Existing Design Side Proposed Details No. Chainage Chainage (LHS/RHs/Both) Width of Repair Nil

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Appendix B-XIII Tunnels

Tunnels shall be provided at the following stretches:

Existing Chainage Design Chainage Sl. No From To From To Length

Nil

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Appendix B-XIV Details of Utility Crossings

Utility duct of 300 mm dia NP-4 pipe for crossing of utilities shall be provided at an interval of 500 m in built-up areas/ habitations and bypasses.

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Appendix B-XV

The rainwater harvesting structures shall be provided at the following locations, as per the MOEF guidelines and IRC SP 42:

Details Such as Location, Interval. Size S. No. Remarks

1 At 2000m interval Staggered on both side

Schedule-B Highway-2 Deoli- Kanwas section of SH-74A

Annex – I

(Schedule – B) Description of Project

Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) section of SH-19 C

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

1. WIDTH OF CARRIAGEWAY

1.1 The carriageway shall be 7.0 m wide provided that in the following built-up stretches the width of carriageway shall be as under :

Table B-1 Width of Carriageway

Existing Chainage (km) Design Chainage S. (km) Length Carriageway No. (km) Width (m) From To From To 1 0.000 1.340 0.000 1.350 1.350 7.0 2 1.340 1.635 1.350 1.650 0.300 5.5 3 1.960 10.575 1.975 10.600 8.625 5.5 4 10.750 14.870 10.775 14.900 4.125 5.5 5 14.870 15.420 14.900 15.450 0.550 7.0 6 15.970 16.420 16.000 16.430 0.430 5.5 7 16.600 24.600 16.610 24.550 7.940 5.5

1.2 Except as otherwise provided in this Agreement. The width of carriageway shall confirm to clause 1.1 above.

2. PROJECT FACILITIES

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

3. SPECIFICATIONS AND STANDARDS

The Highway-3 shall be constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule – D.

4. OTHER FEATURES

4.1 Alignment Plan and Longitudinal Section

An alignment plan including bypasses and new alignments is given at Appendix B-I in soft copy. 4.2 Improvement of Horizontal Curves

Except for the locations of built-up/ habitations (if requisite land for improvement is not made available by the Authority) the stipulations as provided in IRC SP-73-2007 shall be followed.

4.3 Road Sections requiring Raising

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

The existing highway shall be raised in the sections given in Table B-2. Table B-2 Sections requiring Raising S. No. Existing Chainage (km) Design Chainage(km) Length(km) From To From To NIL

4.4 Reconstruction Stretches

Details of reconstruction stretches for existing pavement are listed in Appendix B-II.

4.5 Bypasses and new alignments

The details of bypasses and new alignments to be provided in Highway-3 are given in Appendix B-III.

4.6 Service Roads and Slip Roads

Service roads and Slip roads shall be provided in stretches indicated in Appendix B-IV. Parking bays shall be provided as per details given in Appendix B-IV.

4.7 Proposed ROW and Additional Land Requirement

The details of proposed ROW and the additional land to be acquired are given in Appendix B-V. This shall also include additional land requirement for improvement of intersections.

4.8 Type of Pavement

Type of pavement shall be provided as per Section 5 of the Manual. However, in the sections given in Table B-3 the type of pavement shall be as specified therein.

Table B-3 Type of Pavement S. Existing Chainage (km) Design Chainage(km) Type of Length(km) No. From To From To Pavement 1 16.435 1.960 1.650 1.975 0.325 Rigid 2 10.575 10.750 10.600 10.775 0.175 Rigid 3 15.420 15.970 15.450 16.000 0.550 Rigid 4 16.420 16.600 16.430 16.610 0.180 Rigid

The pavement type at all Toll Plazas including tapering zone shall be rigid.

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

The flexible pavement shall be designed in accordance to section 5 of the Manual provided that a minimum design traffic of 5 MSA shall be adopted for pavement design

4.9 Intersections

New intersections shall be provided at locations specified in Appendix B-VI as per Schedule-D.

4.10 Underpasses / Overpasses

Vehicular underpasses and light vehicular underpasses shall be provided as per details given in Appendix B-VII. Pedestrian/cattle underpass shall be provided as per details given in Appendix B-VII. Overpasses shall be provided as per details given in Appendix B-VIII.

4.11 Median (Type, Width and Openings)

The Medians shall be provided as per details given in Table B-4 (a) with location of Median openings as per Table B-4(b).

Table B-4(a) Type and Width of Medians Type of Median S. Width of Median (As per Type of Section (Raised/Depressed) No. Table 2.2 of Manual)

NIL

Table B-4(b) Location of Median Openings S.No. Existing Chainage (km) Design Chainage(km) Remarks

NIL

4.12 Major Bridges

Major bridges as listed in Appendix B-IX shall be constructed, widened, reconstructed, rehabilitated or extended.

4.13 Minor Bridges

Minor bridges as listed in Appendix B-X shall be constructed, widened, reconstructed, rehabilitated or extended.

4.14 Culverts

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

Culverts shall be constructed, widened, reconstructed, rehabilitated or extended as listed in Appendix B-XI.

4.15 ROBs/RUBs

Details of ROBs/RUBs to be constructed, widened, reconstructed or rehabilitated are given in Appendix B-XII. Note: In case bridges, grade separated structures and culverts are required to have single super structure for the both directions of travel, these shall be specified. 4.16 Tunnels

Details of tunnels to be provided are given at Appendix B-XIII.

4.17 Utility Crossings

Utilities crossings along or across the Highway-3 shall be provided as detailed in Appendix B-XIV. 4.18 Rainwater Harvesting System

Rain water harvesting system shall be provided along the Highway-3 as given in Appendix B-XV.

4.19 Maintenance of Existing Structures

All the other structures mentioned in of Schedule-A are also to be maintained apart from the Maintenance Requirements specified in the Concession Agreement.

4.20 Emergency Escape Ramps

Emergency Escape Ramps shall be provided in ghat sections at the locations given in Table B-5, as per Schedule-D. Table B-5 Emergency Escape Ramps S. No. Design Chainage(km) Side Remarks Nil

4.21 Traffic Impact Attenuators The locations of traffic impact attenuators are given in Table B-6.

Table B-6 Location of traffic impact attenuators S. No. Design Chainage Side Remarks

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

Nil

4.22 Built-Up Sections

The built-up sections in the Highway-3 are given in Schedule-A.

Appendix B-I

Alignment Plan, Longitudinal profile and TCS including Bypasses are given in CD.

Typical Road Cross-sections and Application

Design Width (m) Chainage(km) Cross Section Remarks Carriage Hard Earthen UC CD/ Type From To way Shoulder Shoulder D FP Flexible 0.000 1.350 7 1.5 1 yes - TCS 1 Pavement Flexible 1.350 1.600 5.5 1.25 1 yes - TCS 2 Pavement Flexible Pavement 1.600 1.650 5.5 1.25 1 yes - TCS 3 (Realignmen t) Rigid Pavement, 1.0 wide 1.650 1.975 7 - - - 1 TCS 5 drain cum footpath both side Flexible 1.975 10.600 5.5 1.25 1 yes - TCS 2 Pavement Rigid Pavement, 1.0 wide 10.600 10.775 7 - - - 1 TCS 5 drain cum footpath both side Flexible 10.775 12.455 5.5 1.25 1 yes - TCS 2 Pavement As per IRC SP 73 12.455 12.745 - - - - - Toll Plaza 2007 Flexible 12.745 14.100 5.5 1.25 1 yes - TCS 2 Pavement Flexible Pavement 14.100 14.200 5.5 1.25 1 yes - TCS 3 (Realignmen t) Flexible 14.200 14.900 5.5 1.25 1 yes - TCS 2 Pavement Flexible 14.900 15.080 7 1.5 1 yes - TCS 1 Pavement 15.080 15.300 ------Major Bridge

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

Flexible 15.300 15.450 7 1.5 1 yes - TCS 1 Pavement Rigid Pavement, 1.0 wide 15.450 15.650 7 - - - 1 TCS 6 drain cum footpath both side Rigid Pavement, 1.0 wide 15.650 15.915 7 - - - 1 TCS 5 drain cum footpath both side Rigid Pavement, 1.0 wide 15.915 16.000 7 - - - 1 TCS 6 drain cum footpath both side Flexible Pavement 16.000 16.430 5.5 1.25 1 yes - TCS 4 (Reconstruct ion) Rigid Pavement, 1.0 wide 16.430 16.610 7 - - - 1 TCS 6 drain cum footpath both side Flexible Pavement 16.610 21.100 5.5 1.25 1 yes - TCS 4 (Reconstruct ion) Flexible Pavement 21.100 21.200 5.5 1.25 1 yes - TCS 3 (Realignmen t) Flexible Pavement 21.200 22.800 5.5 1.25 1 yes - TCS 4 (Reconstruct ion) Flexible Pavement 22.800 22.900 5.5 1.25 1 yes - TCS 3 (Realignmen t) Flexible Pavement 22.900 24.550 5.5 1.25 1 yes - TCS 4 (Reconstruct ion)

Schedule B Highway-3 : A lot-Gangdhar-Sunwasra (SH-19 C)

Appendix B-II Details of Stretches Proposed for Reconstruction

S. Existing Chainage(km) Design Chainage(km) Length (km) No. From To From To 1. 15.420 15.620 15.450 15.650 0.200 2. 15.885 15.970 15.915 16.000 0.085 3. 15.970 16.400 16.000 16.430 0.430 4. 16.400 16.580 16.430 16.610 0.180 5. 16.580 20.580 16.610 21.100 4.490 6. 20.680 22.250 21.200 22.800 1.600 7. 22.350 24.600 22.900 24.550 1.650

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-III

Details of Bypasses and New Alignments

5. Bypasses

Existing Design S. Length Name of Bypass Chainage(km) Chainage(km) No. (km) From To From To Nil

6. New Alignments

Existing Chainage(km) Design Chainage(km) S. Length (km) No. From To From To Nil

Note: The existing road which is proposed to be bypassed shall be maintained by the Concessionaire at all times during the entire Concession Period.

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-IV

Details of Service Road and Slip Road

ii) Service Road and Slip Road

Existing Design Length* Carriageway Width S.No. Chainage(km) Chainage(km) (km) (m) Side From To From To Nil

iii) The parking bays shall be provided in the following locations on service road

Existing Design Chainage(km) S.No. Chainage(km) Length (km) Side From To From To Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-V Details of Proposed ROW and Additional Land

3. Proposed ROW

Details of proposed ROW for the Highway-3 are given below:

Existing Chainage (km) Design Chainage (km) Proposed S.No. From To From To ROW (m) 1 0.000 0.985 0 1.000 16.0 2 0.985 1.285 1.000 1.300 9.0 3 1.285 1.485 1.300 1.500 9.0 4 1.485 1.585 1.500 1.600 9.0 5 1.585 1.785 1.600 1.800 9.0 6 1.785 1.990 1.800 2.000 9.0 7 1.990 2.040 2.000 2.050 9.0 8 2.040 2.290 2.050 2.300 9.0 9 2.290 2.590 2.300 2.600 16.0 10 2.590 2.890 2.600 2.900 16.0 11 2.890 3.420 2.900 3.430 16.0 12 3.420 3.690 3.430 3.700 16.0 13 3.690 3.890 3.700 3.900 16.0 14 3.890 4.190 3.900 4.200 16.0 15 4.190 5.440 4.200 5.450 16.0 16 5.440 5.990 5.450 6.000 16.0 17 5.990 6.320 6.000 6.330 16.0 18 6.320 6.740 6.330 6.750 16.0 19 6.740 7.290 6.750 7.300 16.0 20 7.290 7.790 7.300 7.800 16.0 21 7.790 8.470 7.800 8.500 9.0 22 8.470 9.110 8.500 9.150 16.0 23 9.110 10.425 9.150 10.500 16.0 24 10.425 10.860 10.500 10.900 9.0 25 10.860 10.970 10.900 11.000 16.0 26 10.970 11.970 11.000 12.000 16.0 27 11.970 12.970 12.000 13.000 16.0 28 12.970 13.870 13.000 13.900 16.0 29 13.870 14.120 13.900 14.150 16.0 30 14.120 14.870 14.150 14.900 20.0 31 14.870 14.970 14.900 15.000 20.0 32 14.970 14.435 15.000 15.450 20.0 33 14.435 15.985 15.450 16.000 20.0 34 15.985 16.415 16.000 16.430 25.0 35 16.415 16.595 16.430 16.610 25.0

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Existing Chainage (km) Design Chainage (km) Proposed S.No. From To From To ROW (m) 36 16.595 16.980 16.610 17.000 25.0 37 16.980 17.975 17.000 18.000 25.0 38 17.975 18.750 18.000 19.000 25.0 39 18.750 19.515 19.000 20.000 25.0 40 19.515 19.980 20.000 20.500 25.0 41 19.980 20.457 20.500 21.000 25.0 42 20.457 20.957 21.000 21.500 25.0 43 20.957 21.457 21.500 22.000 25.0 44 21.457 22.457 22.000 23.000 25.0 45 22.457 23.457 23.000 24.000 25.0 46 23.457 24.600 24.000 24.550 25.0

4. Additional Land Required

Details of additional land to be acquired are given below:

Existing Chainage (km) Design Chainage (km) Additional Land Width S.No. (m) From To From To LHS RHS 1. 0.000 4.190 0.000 4.200 5.43 5.43 2. 4.190 5.990 4.200 6.000 7.59 7.59 3. 5.990 6.890 6.000 6.900 7.27 7.27 4. 6.890 7.170 6.900 7.180 5.20 5.20 5. 7.170 9.010 7.180 9.050 5.39 5.39 6. 9.010 12.420 9.050 12.450 4.61 4.61 7. 12.420 14.120 12.450 14.150 6.26 6.26

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-VI New Intersections

A. At- Grade Intersections Location of intersection Indicate figure number of Typical S.No. Existing Design Chainage(km) Design in Manual to be referred Chainage(km) Nil

B. Grade Separated Intersection without Ramps

Indicate figure number of Location of intersection Category of road Typical to be carried Design of At -Grade over or S.No. Existing Design intersection below under the Chainage(km) Chainage(km) Structures as per structure Manual Nil

C. Interchanges (Grade Separated Intersection with connecting Ramps)

S.No. Location of intersection Type of Interchange to be provided* Existing Design Chainage(km) Chainage(km) Nil *Indicate type of interchange such as trumpet, diamond, clover leaf, rotary. Note:- 1. All Existing intersections shall be developed as per the Manual. 2. Any additional requirement of intersections found during the Project implementation stage shall be covered within the Scope of the Project and shall not be treated as Change In Scope.

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-VII

Details of Vehicular Underpasses

Existing Design Type of Intersecting S. No. Chainage(km) Chainage(km) Roads Span arrangement

Nil

Details of Light Vehicular Underpasses

S. No. Existing Design Type of Intersecting Span arrangement Chainage(km) Chainage(km) Roads

Nil

Details of Pedestrian/Cattle Underpasses

S. No. Existing Design Span arrangement Chainage(km) Chainage(km) Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-VIII Details of Overpasses

Existing Design Category Span Clear Width of Remarks S. Chainage(km) Chainage(km) Intersecting arrangement the structure No. Roads Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-IX

Details of New Major Bridges and Rehabilitation/Repair/Widening Scheme for Existing Major Bridges

G. Construction of New Major Bridges

Total Minim Name Side Minim Utiliti S. Existing Design Type of Width um Remar of (LHS+R um es to N Chainage( Chainage( Structu of Linear be ks Brid HS Span o. km) km) re Structu Water Carri ge +Both) Length re way ed NIL

H. Widening of Existing Major Bridges

Name S. Existing Design Side Proposed of Remarks No. Chainage(km) Chainage(km) (LHS/RHS/Both) Width Bridge Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

I. Rehabilitation/Repair of Existing Major bridges

S. Name of Existing Design Side Details of Details of No. Bridge Chainage Chainage (LHS/RHS/Both) Rehabilitation Repair (km) (km) 1. Kali 15.187 Nil Nil ( c ), (f), Sindh 15.250 (g) River 2. Kachhawa 24.185 Nil Nil ( c ), (f), 24.300 River (g)

(a) Repair/replacement of damaged railings and parapets, provision of crash barriers (b) Replacement of wearing coat (c) Replacement of expansion joints (d) Replacement of bearings (e) Structural repairs to sub-structure/super structure, including replacement of substructure/superstructure if required (f) Repair to flooring and protection works (g) Wearing course, Joints, Bearings shall be replaced for structures, (h) Replacement of Crash Barriers. (i) Measures . treatments for protecting structures in marine environment shall be specified.

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-X Details of New Minor Bridges and Rehabilitation/Repair/widening Scheme for Existing Minor Bridges

M. Construction of New Minor Bridges on Main Carriageway

Total Linear Name Existing Side Utilities S. Design Width of Water of Chainage (LHS+RHS to be Remarks No. Chainage(km) Structure way Bridge (km) +Both) Carried (m) (m) Reconstruction in lieu of 1 -- 16.423 16.438 - 12.00 9.0 Yes Vented Causeway Reconstruction in lieu of 2 - 18.092 18.117 - 12.00 9.0 Yes Vented Causeway

N. Construction of New Minor Bridges on Service Road

Total Utiliti Name Side Linea S. Existing Design Width MinimumSp es to of (LHS+R r Remar No Chainage(k Chainage(k of an be Bridg HS Wate ks . m) m) Structu Length Carrie e +Both) r way re d Nil

Note: 1. In case of Canal Crossings, the proposed span arrangement is tentative and the same shall be finalized in consultation with the Authority, IE& Irrigation Authorities. Measures/treatments for protecting structures in marine environment shall be specified.

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

O. Widening of Existing Minor Bridges Name S. Existing Design Side Proposed of Remarks No. Chainage(km) Chainage(km) (LHS/RHS/Both) Width(m) Bridge Nil

P. Rehabilitation/Repair Minor Bridges

Name Detail S. Existing Design Side Details of of s of No Chainage(km Chainage(km (LHS/RHS/Both Rehabilitatio Bridg Repai . ) ) ) n e r 1 - 2.350 2.365 - (e), (f) (e), (f) 2 - 5.340 5.358 - (e), (f) (e), (f) 3 - 6.825 6.816 - (e), (f) (e), (f)

(a) Repair/replacement of damaged railings and parapets, provision of crash barriers (b) Replacement of wearing coat (c) Replacement of expansion joints (d) Replacement of bearings (e) Structural repairs to sub-structure/super structure, including replacement of substructure/superstructure if required (f) Repair to flooring and protection works, wearing course, Joints, Bearings shall be replaced for structures (g) Replacement of crash barriers. (h) Measures, treatments for protecting structures in marine environment shall be specified. (i) Any other

Q. Widening of Existing Minor Bridges-on Service road Name Proposed S. Existing Design Side of Width Remarks No. Chainage(km) Chainage(km) (LHS/RHS/Both) Bridge (m) Nil

R. Rehabilitation, Repair of Existing Minor Bridges-on Service road

S. Name Existing Design Side Details of Detail No of Chainage(k Chainage(k (LHS/RHS/Bot Rehabilitatio s of . Bridg m) m) h) n Repai e r Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-XI Culverts

A. Reconstruction of Culverts S. Existing Existing Design Type of Proposed Span No CD No. Chainage Chainage proposed Arrangement. (km) (km) Structure* No. x Dia(m) 1 5/4 4.965 4.977 Pipe Culvert 1 X 1.20 2 11/1 10.525 10.535 Pipe Culvert 1 X 1.20 3 20/1 19.575 19.556 Box Culvert 2 X 2.0 X 2.0 4 21/1 20.660 20.501 Box Culvert 2 X 2.0 X 2.0 5 21/2 20.880 20.742 Box Culvert 2 X 2.0 X 2.0 6 24/1 23.020 21.942 Pipe Culvert 1 X 1.20 7 24/2 23.700 23.008 Pipe Culvert 1 X 1.20 8 24/3 23.900 23.590 Pipe Culvert 1 X 1.20

B. New Culverts Span Existing Design Type of S. No. Arrangement . Chainage(km) Chainage(km) Structure* No. x Dia(m) NIL

C. New Culverts at the location of Intersections Existing Design Type of Span S. No. Chainage(km) Chainage(km) Structure Arrangement. No. x Dia (m) NIL

D. Widening of Culverts

Existing CD Existing Design Existing Structure Proposed S.No No. Chainage(km) Chainage(km) Type Width (m) Width (m) 1 5/2 4.155 4.172 Slab Culvert 7.50 12.0 1) Any additional requirement of culverts found during the Project Implementation stage shall be covered within the scope of work and shall not be treated as change in scope of work. 2) The type of repairs required for Culverts shall be finalized in consultation with IE, which shall not be treated as change in scope of work.

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-XII

Details of ROBs/RUBs A. New ROBs to be constructed

S. Loca Existing Design Nam RoW Sk Total Widt Stair Rem N tion Chainag Chainag e of of ew Lengt h of Case/ arks o. e(km) e(km) Cros Rail An h of Struc Footpat sing ways gle Struc ture h/VUP LC ture No. Nil

B. New RUBs to be constructed

S. Location Existing Design Skew Horizontal Remarks No. Chainage(km) Chainage(km) Angle Clearance Nil

C. Widening to be done of following existing ROBs

S. Location Existing Design Side Proposed Details of No. Chainage Chainage(km) (LHS/RHs/Both) Width Repair (km) Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-XIII Tunnels

Tunnels shall be provided at the following stretches.

Existing Chainage(km) Design Chainage(km) S. No From To From To Length

Nil

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-XIV

Details of Utility Crossings

Utility duct of 300 mm dia NP4 for crossing of utilities shall be provided at an interval of 500 m in built-up areas/ habitations and bypasses/ realignments.

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Appendix B-XV

The rainwater harvesting structures shall be provided at the following locations, as per the MOEF guidelines and IRC SP 42;

Details Such as Location/Interval/Size Remarks S. No.

1 At 2000m interval Staggered on both side

Schedule-B Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Annex – I

(Schedule – B) Description of Highway

Highway-4: Kherli – Pahari section of SH-22

Schedule-B Highway-4: Kherli – Pahari (SH-22)

1. WIDTH OF CARRIAGEWAY

1.1 The carriageway shall be 7m wide.

1.2 Except as otherwise provided in this Agreement. The width of paved carriageway shall confirm to clause 1.1 above.

2. PROJECT FACILITIES

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

3. SPECIFICATIONS AND STANDARDS

The Highway -4 shall be constructed in conformity with the Specifications and Standards specified in Annex-I of Schedule – D.

4. OTHER FEATURES OF TWO LANE

4.1 Alignment Plan and Longitudinal Section

An alignment plan for bypasses and new alignments is given at Appendix B-I in soft copy. 4.2 Improvement of Horizontal Curves Except for the locations of urban/ habitations (if requisite land for improvement is not made available by the Authority) the stipulations as provided in IRC SP-73-2007 shall be followed.

4.3 Road Sections requiring Raising

The existing highway shall be raised in the sections are given in table B-2. Table B-2 Sections requiring Raising

Existing Chainage (km) Design Chainage (km) Sl. No. Length (Km) From To From To NIL

4.4 Reconstruction Stretches

Details of reconstruction stretch for existing pavement are listed in Appendix B-II.

Schedule-B Highway-4: Kherli – Pahari (SH-22)

4.5 Bypasses and new alignments

No bypasses or new alignment is proposed in this Highway-4.

4.6 Service Road and Slip Roads

Service roads and Slip roads shall not be provided in stretches. Parking bays shall not be provided in stretches.

4.7 Proposed ROW and Additional Land Requirement

The details of proposed ROW and the additional land already being to be acquired are given in Table A-1 This shall also include additional land requirement for improvement of intersections.

4.8 Type of Pavement

Type of pavement shall be provided as per Section 5 of the Manual. However, in the sections given in Table B-3 the type of pavement shall be as specified therein.

Table B-3 Type of Pavement S. Existing Chainage(km) Design Chainage(km) Type of Length No. From To From To Pavement End of 1 Kherli 137.800 0.000 1.003 1.003 Rigid Bypass 2 138.200 138.500 1.254 1.442 0.188 Rigid 3 146.000 146.950 8.454 9.850 1.396 Rigid 4 148.950 150.500 11.835 13.510 1.675 Rigid 5 154.550 154.950 17.501 17.909 0.408 Rigid 6 58.950 160.700 23.534 25.270 1.736 Rigid 7 165.500 165.650 28.065 28.215 0.150 Rigid 8 168.900 169.000 33.545 33.645 0.100 Rigid 9 172.150 172.420 36.845 37.115 0.270 Rigid 10 174.200 174.400 38.945 39.145 0.200 Rigid 11 175.050 175.100 39.760 39.810 0.050 Rigid 12 180.300 181.400 45.173 46.315 1.142 Rigid 13 181.650 181.800 46.565 46.730 0.165 Rigid 14 189.000 189.750 54.300 54.875 0.575 Rigid 15 194.800 195.100 60.045 60.345 0.300 Rigid

Schedule-B Highway-4: Kherli – Pahari (SH-22)

S. Existing Chainage(km) Design Chainage(km) Type of Length No. From To From To Pavement 16 195.800 196.000 60.956 61.156 0.200 Rigid

The pavement type at all Toll Plazas including tapering zone shall be rigid. The flexible pavement shall be designed in accordance to section 5 of the Manual provided that a minimum design traffic of 10 MSA shall be adopted for pavement. 4.9 Intersections

New intersections shall be provided at locations specified in Appendix B-VI as per Schedule-D. 4.10 Underpasses/ Overpasses

Vehicular underpasses and Light Vehicular underpasses shall be provided as per details given in Appendix B-VII. Pedestrian/cattle underpass shall be provided as per details given in Appendix B- VII. Overpasses shall be provided as per details given in Appendix B-VIII.

4.11 Median (Type, Width and Openings)

The medians shall not be provided in this stretch. Table B-4(a) Type and width of medians

S. Type of Type of Section No. Median(Raised/Depressed) Open Country with Isolated Built 1 Nil up Area 2 Built up Area Nil Approach to Grade Separator 3 Nil Structure

Table B-4(b) Location of Median Openings

S. No. Existing Chainage(km) Design Chainage(km) Remarks NIL

Schedule-B Highway-4: Kherli – Pahari (SH-22)

4.12 Major Bridges

Major bridges as listed in Appendix B-IX shall be constructed, widened, reconstructed, rehabilitated or extended.

4.13 Minor Bridges

Minor bridges as listed in Appendix B-X shall be constructed, widened, reconstructed, rehabilitated or extended.

4.14 Culverts

Culverts shall be constructed, widened, reconstructed, rehabilitated or extended as listed in Appendix B-XI.

4.15 ROBs/RUBs

Details of ROBs/RUBs to be constructed, widened, reconstructed or rehabilitated are given in Appendix B-XII.

4.16 Tunnels

Details of tunnels to be provided are given at Appendix B-XIII.

4.17 Utility Crossings

Utilities crossings along or across the Highway-4 shall be provided as detailed in Appendix B-XIV.

4.18 Rainwater Harvesting System

Rain water harvesting system shall be provided along the Highway-4 as given in Appendix B-XV.

4.19 Emergency Escape Ramps

Emergency Escape Ramps shall be provided in ghat sections at the locations given in Table B-5, as per Schedule-D. Table B-5 Emergency Escape Ramps

S. No. Design Chainage(km) Side Remarks

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Nil

4.20 Traffic Impact Attenuators

The locations of traffic impact attenuators are given in Table B-6.

Table B-6 Location of Traffic Impact Attenuators

S. No. Design Chainage(km) Side Remarks Nil

4.21 Built-Up Sections

The built-up sections in the Highway-4 are given in Schedule-A.

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-I

Alignment Plan, Longitudinal profile and TCS including Bypasses are given in CD in pdf format. Typical Road Cross-sections and Application

Existing Chainage Design Chainage Design S. No. (km) TCS Length (m) From To From To 1 136.400 137.800 0.000 1.003 1.003 III 2 137.800 138.200 1.003 1.254 0.251 II 3 138.200 138.500 1.254 1.442 0.188 III 4 138.500 140.510 1.442 3.280 1.838 IV 5 140.510 146.000 3.280 8.454 5.174 I 6 146.000 146.950 8.454 9.850 1.396 III 7 146.950 148.950 9.850 11.835 1.985 I 8 148.950 150.500 11.835 13.510 1.675 III 9 150.500 154.550 13.510 17.501 3.991 I 10 154.550 154.950 17.501 17.909 0.408 III 11 154.950 156.000 17.909 18.970 1.061 I 12 156.000 157.000 18.970 19.970 1.000 IV 13 157.000 58.950 19.970 23.534 3.564 V 14 58.950 160.700 23.534 25.270 1.736 III 15 160.700 161.400 25.270 25.945 0.675 V 16 161.400 161.800 25.945 26.332 0.387 II 17 161.800 162.600 26.332 27.165 0.833 V 18 162.600 163.000 27.165 27.565 0.400 II 19 163.000 165.500 27.565 28.065 0.500 V 20 165.500 165.650 28.065 28.215 0.150 III 21 165.650 168.900 28.215 33.545 5.330 V 22 168.900 169.000 33.545 33.645 0.100 III

Schedule-B Highway-4: Kherli – Pahari (SH-22)

23 169.000 171.000 33.645 35.650 2.005 II 24 171.000 172.000 35.650 36.695 1.045 V 25 172.000 172.150 36.695 36.845 0.150 II 26 172.150 172.420 36.845 37.115 0.270 III 27 172.420 173.800 37.115 38.545 1.430 II 28 173.800 173.950 38.545 38.695 0.150 V 29 173.950 174.200 38.695 38.945 0.250 II 30 174.200 174.400 38.945 39.145 0.200 III 31 174.400 175.050 39.145 39.760 0.615 II 32 175.050 175.100 39.760 39.810 0.050 III 33 175.100 180.300 39.810 45.173 5.363 II 34 180.300 181.400 45.173 46.315 1.142 III 35 181.400 181.650 46.315 46.565 0.250 V 36 181.650 181.800 46.565 46.730 0.165 III 37 181.800 189.000 46.730 54.300 7.570 II 38 189.000 189.750 54.300 54.875 0.575 III 39 189.750 194.800 54.875 60.045 5.170 II 40 194.800 195.100 60.045 60.345 0.300 III 41 195.100 195.800 60.345 60.956 0.611 II 42 195.800 196.000 60.956 61.156 0.200 III Total Length 61.156

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-II Details of Stretches Proposed for Reconstruction

S. Existing Chainage (km) Design Chainage (km) Length (km) No. From To From To 1 138.500 140.510 1.442 3.280 1.838 2 156.000 157.000 18.970 19.970 1.000 3 157.000 58.950 19.970 23.534 3.564 4 160.700 161.400 25.270 25.945 0.675 5 161.800 162.600 26.332 27.165 0.833 6 163.000 165.500 27.565 28.065 0.500 7 165.650 168.900 28.215 33.545 5.330 8 171.000 172.000 35.650 36.695 1.045 9 173.800 173.950 38.545 38.695 0.150 10 181.400 181.650 46.315 46.565 0.250

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-III

Details of Bypasses and New Alignments

1. Bypasses

Existing Design

S. No. Chainage(km) Chainage(km) Length(km) Name of Bypass From To From To

Nil

2. New Alignments

S.No. Existing Chainage(km) Design Chainage(km) Length (km) From To From To Nil

Note: The existing road which is proposed to be bypassed shall be maintained by the Concessionaire at all times during entire Concession Period.

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-IV

Details of Service Road and Slip Road

i) Service Road and Slip Road

Existing Design S. Carriageway Chainage(km) Chainage(km) Length No. Width Side From To From To Nil

ii) The parking bays shall be provided in the following locations on service road

Existing Design S. Chainage(km) Chainage(km) Length (km) No. Side From To From To Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-V Details of Proposed ROW and Additional Land

1. Proposed ROW

Details of proposed ROW for the Highway-4 are given below:

S. Existing Chainage(km) Design Chainage(km) Proposed No. From To From To ROW 1 137.000 137.200 0.000 0.200 20 2 137.200 144.900 0.200 7.830 20 3 144.900 145.100 7.830 8.030 40 4 145.100 146.100 8.030 8.954 20 5 146.100 146.900 8.954 9.800 20 6 146.900 152.900 9.800 15.842 20 7 152.900 153.400 15.842 16.342 20 8 153.400 154.500 16.342 17.451 20 9 154.500 154.950 17.451 17.909 20 10 154.950 162.700 17.909 26.532 20 11 162.700 162.900 26.532 27.465 20 12 162.900 165.400 27.465 30.000 20 13 165.400 165.750 30.000 30.350 20 14 165.750 172.100 30.350 36.795 20 15 172.100 172.450 36.795 37.145 20 16 172.450 174.100 37.145 38.845 20 17 174.100 174.700 38.845 39.445 20 18 174.700 180.400 39.445 45.145 20 19 180.400 180.600 45.145 45.345 40 20 180.600 182.400 45.345 47.145 20 21 182.400 182.850 47.145 47.595 20 22 182.850 186.400 47.595 51.145 20 23 186.400 186.600 51.145 51.345 20

Schedule-B Highway-4: Kherli – Pahari (SH-22)

S. Existing Chainage(km) Design Chainage(km) Proposed No. From To From To ROW 24 186.600 194.820 51.345 59.565 20 25 194.820 195.100 59.565 59.845 20 26 195.100 196.000 59.845 61.156 20

2. Additional Land Required

Details of additional land to be acquired are given below:

Additional Land Width Existing Chainage(km) Design Chainage(km) S. (m) No. From To From To LHS RHS 1 144.900 145.100 7.740 7.940 11 11 2 180.400 180.600 45.315 45.515 8 8

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-VI

New Intersections

A. At- Grade Intersections

Location of intersection S. Indicate figure number of Typical No. Existing Design Design in Manual to be referred Chainage(km) Chainage(km) Nil

B. Grade Separated Intersection without Ramps

S. Location of intersection Category of road Indicate figure number No. to be carried of Typical Existing Design over or Design of At -Grade Chainage(km) Chainage(km) under the intersection below structure Structures as per Manual Nil

C. Interchanges (Grade Separated Intersection with connecting Ramps)

S. Location of intersection Type of Interchange to be provided No. Existing Design Chainage(km) Chainage(km) Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-VII

Details of Vehicular Underpasses

Existing Design Type of Intersecting

S. No. Chainage(km) Chainage Roads Span arrangement (km) Nil

Details of Light Vehicular Underpasses

Existing Design Type of S. No. Chainage(km) Chainage(km) Intersecting Span arrangement Roads Nil

Details of Pedestrian / Cattle Underpasses

S. No. Existing Design Span arrangement Chainage(km) Chainage(km) Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-VIII Details of Overpasses

Existing Design Category Span Clear Remarks S.No. Chainage(km) Chainage Intersecting arrangement Width of (km) Roads the structure Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-IX

Details of New Major Bridges and Rehabilitation/Repair/Widening Scheme for Existing Major Bridges

A. Construction of New Major Bridges

Name Existing Design Side Total Minimum Minimum Utilities S. Type of Remarks of Chainage Chainage (LHS/RHS Width of Span Linear to be No. Structure Bridge (km) (km) /Both) Structure Length Water way Carried NIL

B. Widening of Existing Major Bridges

S. Name Existing Design Side Proposed Remarks No. of Chainage(km) Chainage(km) (LHS/RHS/Both) Width Bridge

Nil

C. Rehabilitation / Repair of Existing Major bridges

S. Name of Existing Design Side Details of Details No. Bridge Chainage Chainage (LHS/RHS/Both) Rehabilitation of (km) (km) Repair Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-X

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

A. Construction of New Minor Bridges on Main Carriageway

S. Name Existing Design Side Total Minimum Linear Utilities Remarks No. of Chainage Chainage (LHS/ Width of Span Water to be Bridge (km) (km) RHS Structure Length way Carried /Both) Nil

B. Construction of New Minor Bridges on Service Road

S. Name Existing Design Side Total Minimum Linear Utilities Remarks No. of Chainage Chainage (LHS/RHS Width of Span Water to be Bridge (km) (km) /Both) Structure Length way Carried Nil

C. Widening of Existing Minor Bridges S. Name Existing Design Side Proposed Remarks No. of Chainage(km) Chainage(km) (LHS/RHS/Both) Width Bridge

Nil

D. Rehabilitation/Repair Minor Bridges

S. Name of Existing Design Side Details of Details No. Bridge Chainage Chainage (LHS/RHS/Both) Rehabilitation of (km) (km) Repair Nil

E. Widening of Existing Minor Bridges-on Service road

S. Name Existing Design Side Proposed Remarks No. of Chainage(km) Chainage(km) (LHS/RHS/Both) Width Bridge

Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

F. Rehabilitation / Repair of Existing Minor Bridges-on Service road

S. Name of Existing Design Side Details of Details No. Bridge Chainage Chainage (LHS/RHS/Both) Rehabilitation of (km) (km) Repair Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-XI

Culverts

A. Reconstruction of Culverts

Existing Design Existing Type of Span Arrangement, S. No. Chainage Chainage CD No. Structure No. x Dia (km) (km) 1 - 151.900 14.500 RCC Slab 1 X 0.50m 2 - 154.010 16.610 RCC Slab 1 X 4.00m 3 - 155.300 17.900 RCC Slab 1 X 0.50m 4 - 157.100 20.000 RCC Slab 1 X 0.50m 5 - 158.600 21.500 RCC Slab 1 X 0.50m 6 - 161.300 24.500 RCC Slab 1 X 3.60m 7 - 179.600 42.800 RCC Slab 1 X 3.00m 8 - 181.650 44.850 HPC 4 X 300mm 9 - 183.300 46.500 HPC 4 X 300mm 10 - 184.010 47.210 HPC 1 X 300mm 11 - 185.300 48.750 HPC 1 X 300mm 12 - 185.900 49.350 HPC 1 X 300mm 13 - 186.100 49.550 HPC 1 X 300mm 14 - 186.300 49.750 RCC Slab 1 X 0.50m 15 - 186.600 50.050 RCC Slab 1 X 0.50m 16 - 186.990 50.440 PIPE 1 X 300mm 17 - 187.100 50.550 PIPE 1 X 300mm 18 - 187.250 50.700 PIPE 1 X 300mm 19 - 187.400 50.850 PIPE 1 X 300mm 20 - 188.020 51.570 PIPE 1 X 300mm

Schedule-B Highway-4: Kherli – Pahari (SH-22)

21 - 188.100 51.650 PIPE 1 X 300mm 22 - 188.500 52.050 PIPE 1 X 300mm 23 - 188.600 52.150 PIPE 1 X 300mm 24 - 193.100 56.650 PIPE 1 X 300mm 25 - 194.600 58.150 RCC Slab 1 X 0.50m

B. New Culverts Span Existing Design Type of S. No. Arrangement. Chainage(km) Chainage(km) Structure No. x Dia(m) NIL

C. New Culverts at the location of Intersections

Span Existing Design Type of S. No. Arrangement. Chainage(km) Chainage(km) Structure No. x Dia(m) NIL

D. Widening of Culverts

Existing Design Existing CD Type of Span S. No. Chainage Chainage No. Structure Arrangement (km) (km) 1 - 139.900 2.630 RCC Slab 1 X 4.00m 2 - 140.200 3.050 RCC Slab 1 X 4.00m 3 - 140.610 3.210 RCC Slab 1 X 4.00m 4 - 147.800 10.400 RCC Slab 1 X 3.00m 5 - 150.220 13.230 RCC Slab 1 X 1.70m 6 - 154.100 16.700 RCC Slab 1 X 5.40m 7 - 154.300 16.900 RCC Slab 1 X 3.40m 8 - 154.400 17.000 RCC Slab 1 X 3.40m 9 - 154.700 17.300 RCC Slab 1 X 2.00m 10 - 157.800 20.700 RCC Slab 1 X 3.20m

Schedule-B Highway-4: Kherli – Pahari (SH-22)

11 - 159.200 21.800 RCC Slab 2 X 2.80m 12 - 159.800 22.700 RCC Slab 1 X 2.00m 13 - 160.100 22.685 RCC Slab 1 X 1.20m 14 - 160.530 23.115 RCC Slab 1 X 1.50m 15 - 162.500 25.070 RCC Slab 1 X 3.00m 16 - 162.900 25.470 RCC Slab 1 X 2.60m 17 - 165.900 28.465 RCC Slab 1 X 2.60m 18 - 166.900 29.485 RCC Slab 1 X 4.40m 19 - 169.100 32.300 RCC Slab 1 X 4.00m 20 - 172.450 35.650 RCC Slab 1 X 2.00m 21 - 175.550 38.750 RCC Slab 1 X 2.00m 22 - 176.050 39.250 RCC Slab 1 X 2.60m 23 - 177.650 40.850 RCC Slab 1 X 2.20m 24 - 179.950 43.150 RCC Slab 1 X 2.20m 25 - 180.800 44.000 RCC Slab 1 X 3.50m 26 - 181.990 44.800 RCC Slab 1 X 1.50m 27 - 182.030 45.230 RCC Slab 1 X 3.40m 28 - 183.800 47.000 RCC Slab 1 X 4.00m 29 - 184.900 49.350 RCC Slab 1 X 2.00m 30 - 193.690 56.840 RCC Slab 1 X 2.50m

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-XII

Details of ROBs/RUBs

A. New ROBs to be constructed

S. Location Existing Design Name of RoW of Skew Total Width of Stair Remark No. Chainag Chainag Crossing Railways Angle Length Structure Case/ s e e LC No. of Footpat Structure h/ VUP (km) (km) Nil

B. New RUBs to be constructed

S. Location Existing Design Skew Angle Horizontal Remarks No. Chainage Chainage Clearance (km) (km) Nil

C. Widening to be done of following existing ROBs

S. Location Existing Design Side Proposed Details No. Chainage(km) Chainage(km) (LHS/RHs/Both) Width of Repair Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-XIII Tunnels

Tunnels shall be provided at the following stretches.

Design Existing Chainage(km) S. No Chainage(km) Length From To From To

Nil

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-XIV Details of Utility Crossings

Utility Duct of 300 mm dia NP4 for crossing of Utilities shall be provided at an interval of 500 m in built-up areas/ habitations

Schedule-B Highway-4: Kherli – Pahari (SH-22)

Appendix B-XV

The rainwater harvesting structures shall be provided at the following locations, as per the MOEF guidelines and IRC SP 42;

S. No. Location Remarks

1 At 2000m interval Staggered on both side

Schedule-B Highway-4: Kherli – Pahari (SH-22)

SCHEDULE–C (See Clause 2.1)

PROJECT FACILITIES

1 Project Facilities

1.1 The Concessionaire shall construct the Project Facilities in accordance with the provisions of this Agreement. Such Project Facilities shall include:

(a) Toll Plazas; (b) roadside furniture; (c) bus shelters; (d) road markings; and (e) utility ducts;

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

Schedule-C Highway-1: Kanwas-Aklera (SH-74)

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ANNEX-I (Schedule-C) Project Facilities

Highway-1: Kanwas- Khanpur-Aklera section of SH-74

Schedule-C Highway-1: Kanwas-Aklera (SH-74)

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1. PROJECT FACILITIES

The Concessionaire shall construct the Project Facilities described in this Annex-I to form part of the Intermediate/ Two Lane Project. The Project Facilities shall include:

(a) Toll plaza(s); (b) roadside furniture; (c) bus shelters; (d) road marking;and (e) utility duct

2. Description of Project Facilities Each of the Project Facility is briefly described below. a) Toll Plaza

The Toll Plazas shall be constructed in accordance with the provisions of this Agreement and Section 10 of the Manual, at locations given in Table C-1.

Table C-1 Location of Toll Plazas

S. No. Existing Chainage (km) Design Chainage (km) 1 15.150 3.470 2 65.000 53.500 b) Road side furniture

Schedule-C Highway-1: Kanwas-Aklera (SH-74)

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The Overhead traffic signs shall be provided as per numbers given below, at the locations to be finalized in consultation with IE. (i) Full width Overhead signs: 2.nos. (ii) Cantilever Overhead signs: 2 nos.

c) Bus shelters Bus shelter shall be provided at locations given in Table C-2.

Table C-2 Bus Shelters

Existing Chainage Design S. No. Side Settlement/Village (km) Chainage(km) 1 Basyahedi 17.330 5.570 LHS 2 Dhulet 23.111 11.320 LHS 3 Panwad 31.053 19.220 LHS 4 Dahikheda 36.079 24.220 LHS 5 Dundi 44.826 32.920 LHS 6 Khanpur 47.540 35.620 LHS 7 SarolaKhurd 58.046 46.070 LHS 8 Sarola Kala 62.058 50.060 RHS 9 Bislai 67.044 55.020 RHS 10 Taraj 74.635 62.570 LHS

Note: Between the Bus shelter and the carriageway, an additional paved area of 4m width and 20m length shall be provided in order to enable a bus to stop without obstructing the flow traffic.

d) Road marking The pavement marking shall be provided in accordance with section 9 of the Manual.

Schedule-C Highway-1: Kanwas-Aklera (SH-74)

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e) Utility duct A utility duct in the form of 300 mm dia NP-4 pipe across the Highway-1 along with inspection box chamber at a spacing of 500m shall be provided for crossing of underground utilities in built-up areas, bypasses / realignments.

Schedule-C Highway-1: Kanwas-Aklera (SH-74)

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ANNEX-I (Schedule-C)

Highway-2: Deoli- Kanwas (SH-74 A)

Schedule-C Highway-2: Deoli-Kanwas (SH-74 A)

Page - 196

1. PROJECT FACILITIES

The Concessionaire shall construct the Project Facilities described in this Annex-I to form part of the Highway-2. The Project Facilities shall include: (a) Toll plaza;

(b) roadside furniture ;

(d) road Marking; and

(e) utility ducts.

2. Description of Project Facilities Each of the Project Facility is briefly described below.

(a) Toll Plaza The Toll Plazas shall be constructed in accordance with the provisions of this Agreement and Section 10 of the Manual, at locations given in Table C-1. In case tunnel is not possible for the operation of Toll Plaza, the requirement of overhead structure for cash transfer and movement shall be specified.

Table C-1 Location of Toll Plaza S. No. Existing Chainage (km) Design Chainage (km) 1 6.255 6.545

(b) Road side furniture Road side furniture comprising road signs, road markings, object markers, hazard marker, studs, delineators, attenuators, safety barriers, pedestrian guard rails, boundary stones, kilometer stone etc. shall be provided in accordance with section 11 of the Manual.

(c) Bus Shelters Bus shelter shall be provided at locations given in Table C-5. Table C-5 Bus Shelters Design S. No Chainage Side Remark (km)

Schedule-C Highway-2: Deoli-Kanwas (SH-74 A)

Page - 197

1 8.400 RHS &LHS After Awaan Village

2 13.650 RHS &LHS Madhopur Village

(d) Road Marking The pavement marking shall be provided in accordance with section 9 of the Manual.

(e) Utility Duct A utility duct in the form of 300 mm dia NP-4 pipe across the Highway-2 along with inspection box chamber at a spacing of 500m shall be provided for crossing of underground utilities in built-up areas, bypasses / realignments.

Schedule-C Highway-2: Deoli-Kanwas (SH-74 A)

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ANNEX-I (Schedule-C)

Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) Section of SH-19 C

Schedule-C Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

Page - 199

1. PROJECT FACILITIES

The Concessionaire shall construct the Project Facilities described in this Annex-I to form part of the Highway-3. The Project Facilities shall include:

(a) Toll plazas; (b) roadside furniture; (c) bus Shelters; (d) road marking; and (e) utility ducts.

2. Description of Project Facilities Each of the Project Facility is briefly described below.

(a) Toll Plaza

The Toll Plazas shall be constructed in accordance with the provisions of this Agreement and Section 10 of the Manual, at locations given in Table C-1.

Table C-1 Location of Toll Plazas

S. No. Existing Chainage (km) Design Chainage (km) 1 12.570 12.600

(b) Road side furniture

Road side furniture comprising road signs, road markings, object markers, hazard marker, studs, delineators, attenuators, safety barriers, pedestrian guard rails, boundary stones, kilometer stone etc. shall be provided in accordance with section 11 of the Manual. The two nos full width overhead signages shall be provided at the locations to be finalized in consultation with IE.

Schedule-C Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

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Table C-2 Bus Shelters

Existing Design Chainage Remark S. No. Side Chainage(km) (km) 1 0.790 0.800 LHS 2 2.190 2.200 RHS 3 10.580 10.600 LHS 4 10.980 11.000 RHS 5 15.375 15.400 LHS 6 17.380 17.400 RHS 7 23.150 23.700 LHS 8 23.507 24.000 RHS

(d) Road marking The pavement marking shall be provided in accordance with section 9 of the Manual. (e) Utility duct A utility duct in the form of 300 mm dia NP-4 pipe across the Highway-3 along with inspection box chamber at a spacing of 500m shall be provided for crossing of underground utilities in built-up areas, bypasses / realignments.

Schedule-C Highway-3: Alot (MP) - Gangdhar - Suwansara (MP) (SH-19 C)

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Schedule-C Highway-4: Kherli - Pahari (SH-22)

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ANNEX-I (Schedule-C)

Highway-4: Kherli – Pahari section of SH-22

Page - 203

1. PROJECT FACILITIES

The Concessionaire shall construct the Project Facilities described in this Annex-I to form part of the Highway-4. The Project Facilities shall include:

(a) Toll plaza(s) (b) roadside furniture; (c) bus shelters; (d) road marking; (e) utility ducts.

2. Description of Project Facilities Each of the Project Facility is briefly described below.

(a) Toll Plaza

The Toll Plazas shall be constructed in accordance with the provisions of this Agreement and Section 10 of the Manual, at locations given in Table C-1.

Table C-1 Location of Toll Plazas

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

1 Km 145 Ch. 7.840

2 Km 180.5 Ch. 43.310

(b) Road side furniture

The six numbers full width & twelve numbers Overhead traffic signs shall be provided at the locations to be finalized in consultation with Independent Engineer

Page - 204

Bus shelter shall be provided at locations given in Table C-2.

Table C-2 Bus Shelters

Design Existing S. No. Chainage Side (LHS/RHS) Straight length (m) Chainage (km) (km) End of Kherli 1 0.100 RHS 20 Bypass 2 137.125 0.355 LHS 20 3 148.840 11.725 LHS 20 4 150.105 13.115 RHS 20 5 154.575 17.526 RHS 20 6 154.000 16.951 LHS 20 7 159.660 24.244 LHS 20 8 162.110 26.642 RHS 20 9 180.225 44.953 RHS 20 10 181.080 45.995 LHS 20 11 195.425 60.670 LHS 20 12 195.700 60.945 RHS 20

(d) Road marking The pavement marking shall be provided in accordance with section 9 of the Manual. (e) Utility duct A utility duct in the form of 300 mm dia NP-4 pipe across the Highway-4 along with inspection box chamber at a spacing of 500m shall be provided for crossing of underground utilities in built-up areas, bypasses / realignments.

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SCHEDULE –D (See clause 2.1)

SPECIFICATION AND STANDARDS

1 Specification and Standards for the Project

The Concessionaire shall comply with the Specifications and Standards set forth in Annex-I of the Schedule-D for construction of the Project.

Page - 206

Annex –I

(Schedule –D)

Specification and standards for the Project

Highway-1: Kanwas-Khanpur-Aklera section of SH-74

Schedule-D Highway-1: Kanwas-Aklera (SH-74)

Page - 207

1. MANUAL OF SPECIFICATIONS AND STANDARDS TO APPLY

Subject to the provisions of Paragraph 2 of this Annex-I, development of Highway-1 shall conform to the Manual of Specifications and Standards for two laning of highways through Private Partnership published by IRC (IRC SP: 73:2007) (An Authenticated copy of the manual has been provided to the Concessionaire as part of bid document).

2. Deviations from the Manual

Notwithstanding anything to the contrary contained in the aforesaid Manual, the following Specifications and Standards shall apply to the development of Highway-1, and for purposes of this Agreement, the aforesaid Manual shall be deemed to be amended to the extent set forth below for Highway-1:

(a) In Paragraph 2.6.1 of the Manual, the width of roadway for plain/ rolling terrain shown as 12.0 m shall be substituted by 9.5 m.

(b) In Paragraph 2.5.1 of the Manual, the shoulder width of 2.5 m shall be substituted by 2.0 m.

(c) In Paragraph 10.4.3, Table 10.1 of the Manual shall be deemed to be amended such that for tollable traffic (in vehicles/day) of 4,000 or less, only one toll lane in each direction shall be provided.

(d) In pursuance of the Paragraph 2.2 of the Manual, design speed shall be restricted at following locations on Project road. Design Speed S. No. Name of Township Design Chainage (km) (kmph) 1 Kanwas 0.320 to 1.920 30 2 Kalyakhedi 11.320 to 12.120 30 3 Ummedpura 15.720 to 16.170 40 4 Panwad 18.670 to 21.520 30 5 Kalareva 28.820 to 29.320 30 6 Sarola Kalan 49.170 to 49.470 40 7 - 57.770 to 58.420 40 8 Hanauti 69.670 to 69.820 30 9 Arnia 76.220 to 76.470 30

Schedule-D Highway-1: Kanwas-Aklera (SH-74)

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Schedule-D Highway-1: Kanwas-Aklera (SH-74)

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Annex –I (Schedule –D)

Specification and standards for the Project

Highway-2: Deoli- Kanwas section of SH-74 A

Page - 210

1. Manual of Specifications and Standards to apply

Subject to the provisions of Paragraph 2 of this Annex-I, development of the Highway-2 shall conform to the Manual of Specifications and Standards for two laning of highways through Private Partnership published by IRC (IRC SP: 73:2007) (An Authenticated copy of the manual has been provided to the Concessionaire as part of bid document).

2. DEVIATIONS FROM THE MANUAL

Notwithstanding anything to the contrary contained in the aforesaid Manual, the following Specifications and Standards shall apply to the Highway-2, and for purposes of this Agreement the aforesaid Manual shall be deemed to be mended to the extent set forth below:

2.1 The type pavement shall be cement concrete pavement at locations indicated in Schedule B 2.2 In Paragraph 10.4.3, Table 10.1 of the Manual shall be deemed to be amended such that for tollable traffic (in vehicles/day) of 4,000 or less, only one toll lane in each direction shall be provided.

Schedule D Highway-2: Deoli- Kanwas section of SH-74 A Page - 211

Annex –I

(Schedule –D)

Specification and standards for the Project

Highway-3: Alot (MP) - Gangdhar – Suwansara (MP) section of SH-19 C

Page - 212

Annex-1 (Scheduled-D)

1) Manual of Specifications and Standards to apply

Subject to the provisions of Paragraph 2 of this Annex-I, development of the Highway-3 shall conform to the Manual of Specifications and Standards for two laning of highways through Private Partnership published by IRC (IRC SP: 73:2007) (An Authenticated copy of the manual has been provided to the Concessionaire as part of bid document).

2 DEVIATIONS FROM THE MANUAL

Notwithstanding anything to the contrary contained in the aforesaid Manual, the following Specifications and Standards shall apply to the Highway-3, and for purposes of this Agreement the aforesaid manual shall be deemed to be mended to the extent set forth below:

2.1 The type of pavement shall be cement concrete pavement at locations indicated in Schedule B. 2.2 In Paragraph 10.4.3, Table 10.1 of the Manual shall be deemed to be amended such that for tollable traffic (in vehicles/day) of 4,000 or less, only one toll lane in each direction shall be provided.

Schedule D Highway-3: Alot (MP) - Gangdhar – Suwansara (MP) SH-19 C

Page - 213

Schedule D Highway-3: Alot (MP) - Gangdhar – Suwansara (MP) SH-19 C

Page - 214

Annex –I (Schedule –D)

Specification and standards for the Project

Highway-4: Kherli - Pahari (SH-22)

Page - 215

Annex-1 (Scheduled-D)

3 MANUAL OF SPECIFICATIONS AND STANDARDS TO APPLY

Subject to the provisions of Paragraph 2 of this Annex-I, development of the Highway-4 shall conform to the Manual of Specifications and Standards for two laning of highways through Private Partnership published by IRC (IRC SP: 73:2007) (An Authenticated copy of the manual has been provided to the Concessionaire as part of bid document). 4 DEVIATIONS FROM THE MANUAL

Notwithstanding anything to the contrary contained in the aforesaid Manual, the following Specifications and Standards shall apply to the Highway-4, and for purposes of this Agreement the aforesaid manual shall be deemed to be mended to the extent set forth below:

4.1 The type pavement shall be Cement Concrete Pavement at locations indicated in Schedule B in Table B-3 with shoulder of interlocking paving block in 1.5m width either side of the carriageway.

4.2 In table 10.1 of the Manual shall be deemed to be amended such that for traffic (in vehicle per day) of 4000 or less, only one toll lane in each direction shall be provided along with one extra lane for over sized vehicle on either side.

Schedule D Highway-4: Kherli - Pahari (SH-22) Page - 216

SCHEDULE –E (See Clause 4.1.3)

APPLICABLE PERMITS

1 Applicable Permits

1.1 The Concessionaire shall obtain, as required under Applicable Laws, the following Applicable Permits on or before the Appointed Date, save and except to the extent of a waiver granted by the Authority in accordance with Clause 4.1.3 of the Agreement:

Part-I

(a) Permission of the State Government for extraction of boulders from quarries for and in respect of at least 20% (twenty per cent) of the total length of the Project; and

Part-II

(a) Permission of Village Panchayat and the Pollution Control Board for installation of crushers;

(b) Licence for use of explosives;

(d) Any other permits or clearances required under Applicable Laws.

1.2 Unless otherwise specified in this Agreement Applicable Permits, as required relating to environmental protection and conservation shall have been procured by the Authority as a Condition Precedent.

Schedule-E Page - 217

SCHEDULE –F (See Clause 9.1)

PERFORMANCE SECURITY

The Additional Chief Secretary, Public Works Department, Government of Rajasthan Jaipur

WHEREAS: (A) …………………(the “Concessionaire”) and Public Works Department, Government of Rajasthan represented by its Additional Chief Secretary (the “Authority”) have entered into a Concession Agreement dated ………………. (the “Agreement”) whereby the Authority has agreed to the Concessionaire undertaking the Development and Maintenance of Kanwas -Khanpur -Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) –Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) on design, build, operate and transfer (the “DBOT”) basis on annuity mode, subject to and in accordance with the provisions of the Agreement.

(B) The Agreement requires the Concessionaire to furnish a Performance Security to the Authority in a sum of Rs. 15.3 cr. (Rupees fifteen crore and thirty lakh) (the “Guarantee Amount”) as security for due and faithful performance of its obligations, under and in accordance with the Agreement, during the Construction Period (as defined in the Agreement).

(C) We, ………………………through our Branch at ……………….(the “Bank”) have agreed to furnish this Bank Guarantee by way of Performance Security.

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

1. The Bank here by unconditionally and irrevocably guarantees and undertakes to pay to the Authority upon occurrence of any failure or default in the due and faithful performance of all or any of the Concessionaire‟s obligations, under and in accordance with the provisions of the Agreement, on its mere first written demand, and without any demur, reservation, recourse, contest or protest, and without any reference to the Concessionaire, such sum or sums upto an aggregate sum of the Guarantee Amount as the Authority shall claim, without the Authority being required to prove or to show grounds or reasons for its demand and/ or for the sum specified therein.

2. A letter from the Authority, under the hand of an Officer not below the rank of Deputy Secretary to the Government that the Concessionaire has committed default in the due Schedule-F Page - 219

and faithful performance of all or any of its obligations under and in accordance with the Agreement shall be conclusive, final and binding on the Bank. The Bank further agrees that the Authority shall be the sole judge as to whether the Concessionaire is in default in due and faithful performance of its obligations during the Construction Period under the Agreement and its decision that the Concessionaire is in default shall be final, and binding on the Bank, notwithstanding any differences between the Authority and the Concessionaire, or any dispute between them pending before any court, tribunal, arbitrators or any other authority or body, or by the discharge of the Concessionaire for any reason whatsoever. 3. In order to give effect to this Guarantee, the Authority shall be entitled to act as if the Bank were the principal debtor and any change in the constitution of the Concessionaire and/or the Bank, whether by their absorption with any other body or corporation or otherwise, shall not in any way or manner affect the liability or obligation of the Bank under this Guarantee.

4. It shall not be necessary, and the Bank hereby waives any necessity, for the Authority to proceed against the Concessionaire before presenting to the Bank its demand under this Guarantee.

5. The Authority shall have the liberty, without affecting in any manner the liability of the Bank under this Guarantee, to vary at any time, the terms and conditions of the Agreement or to extend the time or period for the compliance with, fulfilment and/or performance of all or any of the obligations of the Concessionaire contained in the Agreement or to postpone for any time, and from time to time, any of the rights and powers exercisable by the Authority against the Concessionaire, and either to enforce or forbear from enforcing any of the terms and conditions contained in the Agreement and/or the securities available to the Authority, and the Bank shall not be released from its liability and obligation under these presents by any exercise by the Authority of the liberty with reference to the matters aforesaid or by reason of time being given to the Concessionaire or any other forbearance, indulgence, act or omission on the part of the Authority or of any other matter or thing whatsoever which under any law relating to sureties and guarantors would but for this provision have the effect of releasing the Bank from its liability and obligation under this Guarantee and the Bank hereby waives all of its rights under any such law.

6. This Guarantee is in addition to and not in substitution of any other guarantee or security now or which may hereafter be held by the Authority in respect of or relating to the Agreement or for the fulfilment, compliance and/or performance of all or any of the obligations of the Concessionaire under the Agreement.

Schedule-F Page - 220

7 Notwithstanding anything contained hereinbefore, the liability of the Bank under this Guarantee is restricted to the Guarantee Amount and this Guarantee will remain in force until the expiry of 730 (seven hundred and thirty) days from the Appointed Date and compliance of the conditions specified in paragraph 8 below and unless a demand or claim in writing is made by the Authority on the Bank under this Guarantee, no later than issuance of the Completion Certificate, all rights of the Authority under this Guarantee shall be forfeited and the Bank shall be relieved from its liabilities hereunder.

8. The Performance Security shall cease to be in force and effect when the Completion Certificate (as defined in the Agreement) is issued and provided the Concessionaire is not in breach of this Agreement. Upon request made by the Concessionaire for release of the Performance Security along with the particulars required hereunder, duly certified by the Independent Engineer, the Authority shall release the Performance Security forthwith.

9. The Bank undertakes not to revoke this Guarantee during its currency, except with the previous express consent of the Authority in writing, and declares and warrants that it has the power to issue this Guarantee and the undersigned has full powers to do so on behalf of the Bank.

10. Any notice by way of request, demand or otherwise hereunder may be sent by post addressed to the Bank at its above referred Branch, which shall be deemed to have been duly authorised to receive such notice and to effect payment thereof forthwith, and if sent by post it shall be deemed to have been given at the time when it ought to have been delivered in due course of post and in proving such notice, when given by post, it shall be sufficient to prove that the envelope containing the notice was posted and a certificate signed by an officer of the Authority that the envelope was so posted shall be conclusive.

11. This Guarantee shall come into force with immediate effect and shall remain in force and effect till issuance of Completion Certificate or until it is released by the Authority pursuant to the provisions of the Agreement.

Signed and sealed this………………day of ………………, 20 ……………at……………..

SIGNED, DEALED AND DELIVERED For and on behalf of The BANK by:

(Signature) (Name) (Designation) (Code Number) (Address)

Schedule-F Page - 221

NOTE: (i) The bank guarantee should contain the name, designation and code number of the officer (s) signing the guarantee.

(ii) The address, telephone number and other details of the Head Office of the Bank as well as of issuing Branch should be mentioned on the covering letter of issuing Branch.

Schedule-F Page - 222

SCHEDULE –G (See clause 12.1)

PROJECT COMPLETION SCHEDULE

1 Project Completion Schedule

During Construction Period, the Concessionaire shall comply with the requirements set forth in this Schedule-G for each of the Project Milestones and the Scheduled Completion Date (the “Project Completion Schedule”) Within 15 (fifteen) days of the date of each Project Milestone, the Concessionaire shall notify the Authority of such compliance along with necessary particulars thereof.

2 Project Milestone-I

2.1 Project Milestone-I shall occur on the date falling on the 150th (one hundred and fiftieth) day from the Appointed Date (the “Project Milestone-I”)

2.2 Prior to the occurrence of Project Milestone-I, the Concessionaire shall have commenced construction of the Project and expended not less than 20% (twenty per cent) of the total capital cost set forth in the Financial Package.

2.3 Prior to the occurrence of Project Milestone-I, the Concessionaire shall have commenced construction of the Project and achieved 20% (twenty per cent) physical progress.

3 Project Milestone-II

3.1 Project Milestone-II shall occur on the date falling on the 365th (three hundred and sixty fifth) day from the Appointed Date (the “Project Milestone-II”)

3.2 Prior to the occurrence of Project Milestone-II, the Concessionaire shall have expended not less than 35% (thirty five per cent) of the total capital cost set forth in the Financial Package. Provided, however, that at least 70% (seventy per cent) of the expenditure referred to herein above shall have been incurred on physical works which shall not include advances of any kind to any person or expenditure of any kind on plant and machinery.

3.3 Prior to the occurrence of Project Milestone-II, the Concessionaire shall have commenced construction of the Project and achieved 35% (thirty five per cent) physical progress.

4 Project Milestone-III

Schedule-G Page - 223

4.1 Project Milestone-III shall occur on the date falling on the 480th (four hundred and eightieth) day from the Appointed Date (the “Project Milestone-III”)

4.2 Prior to the occurrence of Project Milestone-III, the Concessionaire shall have commenced construction of all Project Facilities and expended not less than 75% (seventy five per cent) of the total capital cost set forth in the Financial Package.

4.3 Prior to the occurrence of Project Milestone-III, the Concessionaire shall have commenced construction of the Project and achieved 75% (seventy five per cent) physical progress.

5 Scheduled Completion Date

5.1 The Scheduled Completion Date shall be the 730th (seven hundred and thirtieth) day from the Appointed Date.

5.2 On or before the Scheduled Completion Date, the Concessionaire shall have completed the Project in accordance with this Agreement.

6 Extension of period

Upon extension of any or all of the aforesaid Project Milestones or the Scheduled Completion Date, as the case may be, under and in accordance with the provisions of this Agreement, the Project Completion Schedule shall be deemed to have been amended accordingly.

Schedule-G Page - 224

SCHEDULE –H (See clause 12.2)

DRAWINGS

1 Drawings

In compliance of the obligations set forth in Clause 12.2 of this Agreement, the Concessionaire shall furnish to the Independent Engineer, free of cost, all Drawings listed in Annex-I of this Schedule-H

2 Additional drawings

If the Independent Engineer determines that for discharging its duties and functions under this Agreement, it requires any drawings other than those listed in Annex-I, it may by notice require the Concessionaire to prepare and furnish such drawings forthwith. Upon receiving a requisition to this effect, the Concessionaire shall promptly prepare and furnish such drawings to the Independent Engineer, as if such drawings formed part of Annex-I of this Schedule-H

Schedule-H Page - 225

Annex –I (Schedule –H)

List of Drawings

1. Horizontal and vertical alignment with details of reference pillars, horizontal intersection points, vertical intersection points, elements of curves and sight distances. 2. Cross-section at 50 m interval along the alignment within ROW 3. Typical cross-section with details of pavement structures 4. Detailed drawings of individual bridges and structures 5. Detailed drawings for individual culverts 6. Detailed layout drawings for intersections and interchanges 7. Drawings for road signs, markings, Toll Plazas, Bus bays, parking areas and drainage system. 8. Drawings of street lighting 9. Drawings of landscaping & tree plantation 10. Drawings of Traffic Aid Post and Medical Aid Post 11. Drawings for general arrangement of base camp and administrative block 12. Traffic management drawing for safety in construction zones 13. Detailed drawings of road side furniture and safety structures 14. Any other drawings for completion of work and safety of fast & slow vehicles and pedestrians and cattle .

Schedule-H Page - 226

SCHEDULE –I (See clause 14.1.2)

TESTS

1 Schedule for Tests

1.1 The Concessionaire shall, no later than 30 (thirty) days prior to the expected completion date of the Project, notify the Independent Engineer and the Authority of its intent to subject the Project to Tests, and no later than 7 (seven) days prior to the actual date of Tests, furnish to the Independent Engineer and the Authority detailed inventory and particulars of all works and equipment forming part of the Project.

1.2 The Concessionaire shall notify the Independent Engineer of its readiness to subject the Project to Tests at any time after 7 (seven) days from the date of such notice, and upon receipt of such notice, the Independent Engineer shall, in consultation with the Concessionaire, determine the date and time for each Test and notify the same to the Authority who may designate its representative to witness the Tests. The Independent Engineer shall thereupon conduct the Tests itself or cause any of the Tests to be conducted in accordance with Article 14 and this Schedule-I

2 Test

2.1 In pursuance of the provisions of Clause 14.1.2 of this Agreement, the Independent Engineer shall conduct, or cause to be conducted, the Tests specified in this Paragraph 2.

2.2 Visual and physical Test: The Independent Engineer shall conduct a visual and physical check of the Project to determine that all works and equipment forming part thereof conform to the provisions of this Agreement.

2.3 Test drive: The Independent Engineer shall undertake a test drive of the Project by a Car and by a fully loaded Truck to determine that the quality of service conforms to the provisions of the Agreement.

2.4 Riding quality Test: Riding quality of each lane of the carriageway shall be checked with the help of a calibrated bump integrator and the maximum permissible roughness for purposes of this Test shall be 1,900 (one thousand and nine hundred) mm for each kilometre.

2.5 Pavement Composition Test: The thickness and composition of the pavement structure shall be checked on a sample basis by digging pits to determine conformity of such pavement structure with Specifications and Standards. The sample shall consist of one pit Schedule-I Page - 227

in each direction of travel to be chosen at random in each stretch of 5 (five) kilometres of the Project. The first pit for the sample shall be selected by the Independent Engineer through an open draw of lots and every fifth kilometre from such first pit shall form part of the sample for this pavement quality Test. 2.6 Cross-section Test: The cross-sections of the Project shall be checked on a sample basis through physical measurement of their dimensions for determining the conformity thereof with Specifications and Standards. For the road portion, the sample shall consist of one spot to be selected at random in each stretch of 1 (one) kilometre of the Project. The first spot for the sample shall be selected by the Independent Engineer through an open draw of lots and the spots located at every one kilometre from such first spot shall form part of the sample. For the bridge portion, one spot shall be selected at random by the Independent Engineer in each span of the bridge.

2.7 Structural Test for bridges: All major and minor bridges, including overbridges, underpasses and flyovers, constructed by the Concessionaire shall be subjected to the Rebound Hammer and Ultrasonic Pulse Velocity tests, to be conducted in accordance with the procedure described in Special Report No. 17: 1996 of the IRC Highway Research Board on Non-destructive Testing Techniques, at two spots in every span, to be chosen at random by the Independent Engineer. Bridges with a span of 15 (fifteen) meters or more shall also be subjected to load testing.

2.8 Other Tests: The Independent Engineer may require the Concessionaire to carry out or cause to be carried additional Tests, in accordance with Good Industry Practice, for determining the compliance of the Project with Specifications and Standards.

2.9 Environmental audit: The Independent Engineer shall carry out a check to determine conformity of the Project with the environmental requirements set forth in Applicable Laws and Applicable Permits.

2.10 Safety review: Safety audit of the Project shall have been undertaken by the Safety Consultant as set forth in Schedule-L, and on the basis of such audit, the Independent Engineer shall determine conformity of the Project with the provisions of this Agreement.

3 Agency for conducting Tests

All Tests set forth in this Schedule-I shall be conducted by the Independent Engineer or such other agency or person as it may specify in consultation with the Authority.

4 Completion/Provisional Certificate

Schedule-I Page - 228

Upon successful completion of Tests, the Independent Engineer shall issue the Completion Certificate or the Provisional Certificate, as the case may be, in accordance with the provisions of Article 14.

5 Tests during construction

Without prejudice to the provisions of this Schedule-I, tests during construction shall be conducted in accordance with the provisions of Clause 13.3.1.

Schedule-I Page - 229

SCHEDULE –J (See clause 14.2 & 14.3)

COMPLETION CERTIFICATE

1. I/We, ………………..(Name of the Independent Engineer), acting as Independent Engineer, under and in accordance with the Concession Agreement dated …………….(the “Agreement”), for development and operation of Kanwas -Khanpur - Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) –Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) (the “Project”) on design, build, operate and transfer (the “DBOT”) basis on Annuity mode, through …………………………(Name of Concessionaire), hereby certify that the Tests specified in Article 14 and Schedule-I of the Agreement have been successfully undertaken to determine compliance of the Project with the provisions of the Agreement, and I/We am/are satisfied that the Project can be safely and reliably placed in commercial service of the Users thereof.

2. It is certified that, in terms of the aforesaid Agreement, all works forming part of the Project have been completed, and the Project is hereby declared fit for entry into commercial operation on this the ………..day of ………….20………..

SIGNED, SEALED AND DELIVERED For and on behalf of INDEPENDENT ENGINEER by:

(Signature) (Name) (Designation) (Address)

Schedule-J Page - 231

PROVISIONAL CERTIFICATE 1 I/We, ……………………………..(Name of the Independent Engineer), acting as Independent Engineer, under and in accordance with the Concession Agreement dated ………. …………….(the “Agreement”), for development and operation of Kanwas - Khanpur -Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) – Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) (the “Project”) on design, build, operate and transfer (the “DBOT”) basis on Annuity mode, through …………………………(Name of Concessionaire), hereby certify that the Tests specified in Article 14 and Schedule-I of the Agreement have been successfully undertaken for the Project/section…………of the Project to determine compliance thereof with the provisions of the Agreement. 2 Construction Works forming part of the Project/section………of the Project that were found to be incomplete and /or deficient have been specified in the Punch List appended hereto, and the Concessionaire has agreed and accepted that it shall complete and/or rectify all such works in the time and manner set forth in the Agreement. Some of the incomplete works have been delayed as a result of reasons attributable to the Authority or due to Force Majeure and the Provisional Certificate cannot be withheld on this account. Though the remaining incomplete works have been delayed as a result of reasons attributable to the Concessionaire, $1 I/We am/are satisfied that having regard to the nature and extent of such incomplete works, it would not be prudent to withhold commercial operation of the Project/section……. of the Project, pending completion thereof. 3 In view of the foregoing, I/We am/are satisfied that the Project/section……………of the Project can be safely and reliably placed in commercial service of the Users thereof, and in terms of the Agreement, the Project/section…………of the Project is hereby provisionally declared fit entry into commercial operation on this the …………….day of ……………20 ……………….

ACCEPTED, SIGNED, SEALED SIGNED, SEALED AND AND DELIVERED DELIVERD For and on behalf of For and on behalf of CONCESSIONAIRE by: INDEPENDENT ENGINEER by:

(Signature) (Signature (Name and Designation) (Name and Designation)

$ May be struck out if not applicable. Also strike out other parts which are not applicable. Schedule-J Page - 232

(Address) (Address)

Schedule-J Page - 233

SCHEDULE–K (See clause 17.2)

MAINTENANCE REQUIREMENTS

1 Maintenance Requirements

1.1 The Concessionaire shall, at all times, operate and maintain the Project in accordance with the provisions of the Agreement, Applicable Laws and Applicable Permits. In particular, the Concessionaire shall, at all times during the Operation Period, conform to the maintenance requirements set forth in this Schedule-K (the “Maintenance Requirements”)

1.2 The Concessionaire shall repair or rectify any defect or deficiency set forth in Paragraph 2 of this Schedule-K within the time limit specified therein and any failure in this behalf shall constitute a breach of the Agreement. Upon occurrence of any breach hereunder, the Authority shall be entitled to recover Damages as set forth in Clause 17.8 of the Agreement, without prejudice to the rights of the Authority under the Agreement, including Termination thereof.

2 Repair/rectification of defects and deficiencies

2.1 The obligations of the Concessionaire in respect of Maintenance Requirements shall include repair and rectification of the defects and deficiencies specified in Annex-I of this Schedule – K within the time limit set forth therein.

2.2 The Concessionaire shall at all times maintain an adequate inventory of spares and consumables to meet the Maintenance Requirements.

3 Other defects and deficiencies

3.1 In respect of any defect or deficiency not specified in Annex – I of this Schedule-K, the Concessionaire shall undertake repair or rectification in accordance with Good Industry Practice and within the time limit specified by the Independent Engineer.

3.2 In respect of any defect or deficiency not specified in Annex-I of this Schedule-K the Independent Engineer may, in conformity with Good Industry Practice, specify the permissible limit of deviation or deterioration with reference to the Specifications and Standards, and any deviation or deterioration beyond the permissible limit shall be repaired or rectified by the Concessionaire in accordance with Good Industry Practice and within the time limit specified by the Independent Engineer.

4 Extension of time limit

Schedule-K Page - 234

Notwithstanding anything to the contrary specified in this Schedule-K, if the nature and extent of any defect or deficiency justifies more time for its repair or rectification than the time specified herein, the Concessionaire shall be entitled to additional time in conformity with Good Industry Practice. Such additional time shall be determined by the Independent Engineer and conveyed to the Concessionaire and the Authority with reasons thereof. 5 Emergency repairs/restoration

Notwithstanding anything to the contrary contained in this Schedule-K, if any defect, deficiency or deterioration in the Project poses a hazard to safety or risk of damage to property, the Concessionaire shall promptly take all reasonable measures for eliminating or minimising such danger.

6 Daily Inspection by the Concessionaire

The Concessionaire shall, through its engineer, undertake a daily visual inspection of the Project and maintain a record thereof in a register to be kept in such form and manner as the Independent Engineer may specify. Such record shall be kept in safe custody of the Concessionaire and shall be open to inspection by the Authority and the Independent Engineer at any time during office hours.

7 Divestment Requirements

All defects and deficiencies specified in this Schedule-K shall be repaired and rectified by the Concessionaire so that the Project conforms to the Maintenance Requirements on the Transfer Date.

8 Display of Schedule-K

The Concessionaire shall display a copy of this Schedule-K at the Site along with the Complaint Register stipulated in Article 40.

Schedule-K Page - 235

Annex –I (Schedule –K)

Repair/Rectification of Defects and Deficiencies

The Concessionaire shall repair and rectify the defects and deficiencies specified in this Annex-I of Schedule-K within the time limit set forth herein.

Nature of defect or deficiency Time limit for repair/rectification

ROADS

(a) Carriageway and paved shoulders

(i) Breach or blockade - Temporary Restoration Of traffic within 24 hours; permanent Restoration within 15 Days

(ii) Roughness value exceeding 2,750 mm in a stretch - 180 days of 1 km (as measured by a standardized roughometer/bump integrator)

(iii) Pot holes - 48 hours

(iv) Cracking in more than 5% of road surface in a - 30 days stretch of 1 km

(v) Rutting exceeding 10 mm in more than2% of road - 30 days surface in a stretch of 1 km (measured with 3m straight edge)

(vi) Bleeding/skidding - 7 days

Schedule-K Page - 236

(vii) Ravelling/Stripping of bitumen surface exceeding - 15 days

(viii) Damage to pavement edges exceeding 10 sq m - 15 days

(ix) Removal of debris - 6 hours

(b) Hard/earth shoulders, side slope, drains and culverts

(i) Variation by more than 2% in the prescribed slope - 30 days of camber/cross fall

(ii) Edge drop at shoulder exceeding 40 mm - 7 days

(iii) Variation by more than 15% in the prescribed side - 30 days (embankment) slope

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

(v) Damage to or silting of culverts and side drains - 7days during and immediately preceding the rainy Season

(vi) Desilting of drains in urban/semi-urban areas - 48 hours

(i) Damage to shape or position; - 48 hours Poor visibility of loss of retro-reflectivity

(d) Street lighting and telecom (ATMS)

(i) Any major failure of the system - 24 hours

(ii) Faults and minor failures - 8 hours

Schedule-K Page - 237

(e) Trees and plantation

(i) Obstruction in a minimum head-room of 5 m above - 24 hours carriageway of obstruction in visibility of road signs

(ii) Deterioration in health of trees and bushes - Timely watering and treatment

(iii) Replacement of trees and bushes - 90 days

(iv) Removal of vegetation affecting sight line and road - 15 days structures

(f) Rest areas

(i) Cleaning of toilets - Every 4 hours

(ii) Defects in electrical, water and sanitary - 24 hours installations

(g) Toll Plazas

(i) Failure of toll collection equipment of lighting - 8 hours

(ii) Damage to Toll Plaza - 7 days

(h) Other Project Facilities and pproach roads

(i) Damage or deterioration in approach roads, - 15 days pedestrian facilities, bus-bays, bus-shelters, Traffic Aid Posts, Medical Aid Posts and other works

Schedule-K Page - 238

BRIDGES

(a) Superstructure of bridges

(i) Cracks Temporary measures - within 48 hours Permanent measures - within 45 days

(ii) Spalling/scaling - 15 days

(b) Foundation of bridges

(i) Scouring and/or cavitation - 15 days

(i) Cracks and damages including - 30 days settlement and tilting

(d) Bearings (metallic) of bridges

(i) Deformation - 15 days

(e) Joints in bridges

(i) Loosening and malfunctioning of joints - 15 days

(f) Other items relating to bridges

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

(ii) Gathering of dirt in bearings and joints: or - 3 days clogging of spouts, weep holes and vent-holes

(iii) Damage or deterioration in parapets and handrails - 3 days

(iv) Rain-cuts or erosion of banks of the side slopes of - 15 days approaches

(v) Damage to wearing coat - 15 days

Schedule-K Page - 239

(vi) Damage or deterioration in approach slabs, - 30 days pitching, apron, toes, floor or guide bunds

(vii) Growth of vegetation affecting the structure or - 15 days obstructing the waterway

Schedule-K Page - 240

SCHEDULE –L (See clause 18.1.1 )

SAFETY REQUIREMENTS

1. Guiding principles 1.1 Safety Requirements aim at reduction in injuries, loss of life and damage to property resulting from accidents on or about the Project, irrespective of the person(s) at fault. 1.2 Users of the Project include motorised and non-motorised vehicles as well as pedestrians and animals involved in, or associated with accidents. Vulnerable Road Users (VRU) include pedestrians as well as riders of motorised two-wheelers, bicycles and other vehicles which do not provide adequate occupant protection. 1.3 Safety Requirements apply to all phases of construction, operation and maintenance with emphasis on identification of factors associated with accidents, consideration of the same, and implementation of appropriate remedial measures. 1.4 Safety Requirements include measures associated with traffic management and regulation such as road signs, pavement marking, traffic control devices, roadside furniture, highway design elements, enforcement and emergency response. 2 Obligations of the Concessionaire The Concessionaire shall abide by the following insofar as they relate to safety of the Users: (a) Applicable Laws and Applicable Permits;

(b) Manual for Safety in Road Design, issued by MoRTH;

(c) relevant Standards/Guidelines of IRC relating to safety, road geometrics, bridges culverts, road signs, pavement marking and roadside furniture;

(d) provisions of this Agreement; and

(e) Good Industry Practice.

3 Appointment of Safety Consultant

For carrying out safety audit of the Project under and in a accordance with this Schedule- L, the Authority shall appoint from time to time, one or more qualified firms or organizations as its consultants (the “Safety Consultant”) The Safety Consultant shall employ a team comprising, without limitation, one road safety expert and one traffic planner to undertake safety audit of the Project. Schedule-L Page - 241

4 Safety measures during Development Period

4.1 No later than 90 (ninety) days from the date of this Agreement, the Authority shall appoint a Safety Consultant for carrying out safety audit at the design stage of the Project. The Safety Consultant shall collect data on all fatal crashes and other road accidents which occurred on the Project in the preceding two years by obtaining copies of the relevant First Information Reports (FIRs) from the police stations having jurisdiction. The information contained in such FIRs shall be summarised in the form prescribed by the Authority for this purpose and the data shall be analysed for the type of victims killed or injured, impacting vehicles, location of accidents and other relevant factors.

4.2 The Concessionaire shall provide to the Safety Consultant, in four copies, the relevant drawings containing the design details that have a bearing on safety of Users (the “Safety Drawings”) Such design details shall include horizontal and vertical alignments; sightlines; layouts of intersections; interchanges; road cross-section; bridges and culverts; side drains; provision for parked vehicles, slow moving vehicles (tractors, bullock carts, bicycles) and pedestrians; bus bays; truck lay-byes; and other incidental or consequential information. The Safety Consultant shall review the design details and forward 3 (three) copies of the Safety Drawings with its recommendations, if any, to the Independent Engineer who shall record its comments, if any, and forward one copy each to the Authority and the Concessionaire.

4.3 The accident data and the design details shall be compiled, analysed and used by the Safety Consultant for evolving a package of recommendations consisting of safety related measures for the Project. The safety audit shall be completed in a period of three months and report thereof (the “Safety Report”) shall be submitted to the Authority, in 5 (five) copies. One copy each of the Safety Report shall be forwarded by the Authority to the Concessionaire and the Independent Engineer forthwith.

4.4 The Concessionaire shall incorporate the recommendations of the Safety Report in the design of the Project, in accordance with Applicable Laws, Applicable Permits, Manuals and Guidelines of the Authority, Specifications and Standards, and Good Industry Practice If the Concessionaire does not agree with any or all of such recommendations, it shall state the reasons thereof and convey them to the Authority forthwith In the event that any or all of the works and services recommended in the Safety Report fall beyond the scope of Schedule-B, Schedule-C or Schedule-D, the Concessionaire shall make a report thereon and seek the instructions of the Authority for funding such works in accordance with the provisions of Article 18.

4.5 Without prejudice to the provisions of Paragraph 4.4, the Concessionaire and the Independent Engineer shall, within 15 (fifteen) days of receiving the Safety Report, send their respective comments thereon to the Authority, and no later than 15 (fifteen) days of Schedule-L Page - 242

receiving such comments, the Authority shall review the same alongwith the Safety Report and by notice direct the Concessionaire to carry out any or all of the recommendations contained therein with such modifications as the Authority may specify; provided that any works or services required to be undertaken hereunder shall be governed by the provisions of Article 18.

5 Safety measures during Construction Period

5.1 A Safety Consultant shall be appointed by the Authority, no later than 4 (four) months prior to the expected COD, for carrying out a safety audit of the completed Construction Works.

5.2 The Safety Consultant shall collect and analyse the accident data for the preceding two years in the manner specified in Paragraph 4.1 of this Schedule-L. It shall study the Safety Report for the Development Period and inspect the Project to assess the adequacy of safety measures. The Safety Consultant shall complete the safety audit within a period of 4 (four) months and submit a Safety Report recommending a package of additional road safety measures, if any, that are considered essential for reducing accident hazards on the Project. Such recommendations shall be processed, mutatis mutandis, and acted upon in the manner set forth in Paragraphs 4.3, 4.4 and 4.5 of this Schedule-L

5.3 The Concessionaire shall make adequate arrangements during the Construction Period for the safety of workers and road Users in accordance with the guidelines of IRC for safety in construction zones, and notify the Authority and the Independent Engineer about such arrangements.

6 Safety measures during Operation Period

6.1 The Concessionaire shall develop, implement and administer a surveillance and safety programme for Users, including correction of safety violations and deficiencies and all other actions necessary to provide a safe environment in accordance with this Agreement

6.2 The Concessionaire shall keep a copy of every FIR recorded by the Police with respect to any accident occurring on the Project. In addition, the Concessionaire shall also collect data for all cases of accidents not recorded by the Police but where a vehicle rolled over or had to be towed away. The information so collected shall be summarised in the form prescribed by the Authority for this purpose. The Concessionaire shall also record the exact location of each accident on a road map. The aforesaid data shall be submitted to the Authority at the conclusion of every quarter and to the Safety Consultant as and when appointed.

6.3 The Concessionaire shall submit to the Authority before the 31st (thirty first) May of each year, an annual report (in ten copies) containing, without limitation, a detailed listing and

Schedule-L Page - 243

analysis of all accidents of the preceding Accounting Year and the measures taken by the Concessionaire pursuant to the provisions of Paragraph 6.1 of this Schedule-L for averting or minimising such accidents in future.

6.4 Once in every Accounting Year, a safety audit shall be carried out by the Safety Consultant to be appointed by the Authority. It shall review and analyse the annual report and accident data of the preceding year, and undertake an inspection of the Project. The Safety Consultant shall complete the safety audit within a period of 1 (one) month and submit a Safety Report recommending specific improvements, if any, required to be made to the road, bridges, culverts, markings, signs, road furniture and Project Facilities, including cattle crossings and pedestrian crossings. Such recommendations shall be processed, mutatis mutandis, and acted upon in the manner set forth in Paragraphs 4.3, 4.4 and 4.5 of this Schedule-L.

7 Costs and expenses

Costs and expenses incurred in connection with the Safety Requirements set forth herein, including the provisions of Paragraph 2 of this Schedule-L, shall be met in accordance with Article 18, and in particular, the remuneration of the Safety Consultant, safety audit, and costs incidental thereto, shall be met by the Concessionaire

Schedule-L Page - 244

SCHEDULE –M (See clause 21.1)

SELECTION OF INDEPENDENT ENGINEER

1 Selection of Independent Engineer

1.1 The provisions of the Model Request for Proposals for Selection of Technical Consultants, issued by the Ministry of Finance, GOI vide OM 24(23)/PF-II/2008 dated 21 May 2009, or any substitute thereof shall apply for selection of an experienced firm to discharge the functions and duties of an Independent Engineer Provided, however, that no entity which is owned or controlled by the Authority shall be eligible for appointment as the Independent Engineer hereunder.

1.2 In the event of termination of an Independent Engineer appointed in accordance with the provisions of Paragraph 1.1, the Authority shall appoint another firm of Technical Consultants forthwith or may engage a government-owned entity in accordance with the provisions of Paragraph 5 of this Schedule-M.

1.3 The Concessionaire may, in its discretion, nominate a representative to participate in the process of selection to be undertaken by the Authority under this Schedule-M.

2 Terms of Reference

The Terms of Reference for the Independent Engineer shall substantially conform with Schedule-N

3 Fee and expenses

3.1 In determining the nature and quantum of duties and services to be performed by the Independent Engineer during the Development Period and Construction Period, the Authority shall endeavour that payments to the Independent Engineer on account of fee and expenses do not exceed 3% (three percent) of the Total Project Cost. Payments not exceeding such 3% (three percent) shall be borne equally by the Authority and the Concessionaire in accordance with the provisions of this Agreement and any payments in excess thereof shall be borne entirely by the Authority.

3.2 The nature and quantum of duties and services to be performed by the Independent Engineer during the Operation Period shall be determined by the Authority in conformity with the provisions of this Agreement and with due regard for economy in expenditure. All payments made to the Independent Engineer on account of fee and expenses during the Operation Period shall be borne equally by the Authority and the Concessionaire.

Schedule-M Page - 245

4 Selection every three years

No later than 3 (three) years from the date of appointment of Independent Engineer pursuant to the provisions of Paragraph 1 of this Schedule-M, and every 3 (three) years thereafter, the Authority shall engage another firm in accordance with the criteria set forth in this Schedule-M

5 Appointment of government entity as Independent Engineer

Notwithstanding anything to the contrary contained in this Schedule, the Authority may in its discretion appoint a government-owned entity as the Independent Engineer; provided that such entity shall be a body corporate having as one of its primary function the provision of consulting, advisory and supervisory services for engineering projects; provided further that a government-owned entity which is owned or controlled by the Authority shall not be eligible for appointment as Independent Engineer.

Schedule-M Page - 246

SCHEDULE –N (See clause 21.2.1)

TERMS OF REFERENCE FOR INDEPENDENT ENGINEER

1 Scope

These Terms of Reference for the Independent Engineer (the “TOR” ) are being specified pursuant to the Concession Agreement dated ……………. (the “Agreement”) which has been entered into between the Authority and ………….. (the “Concessionaire” ) for Intermediate-Laning of Kanwas -Khanpur -Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) –Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) (the “Project”) on design, build, operate and transfer (the “DBOT”) basis on Annuity mode, and a copy of which is annexed hereto and marked as Annex-A to form part of this TOR.

2 Definitions and interpretation

2.1 The words and expressions beginning with or in capital letters used in this TOR and not defined herein but defined in the Agreement shall have, unless repugnant to the context, the meaning respectively assigned to them in the Agreement.

2.2 References to Articles, Clauses and Schedules in this TOR shall, except where the context otherwise requires, be deemed to be references to the Articles, Clauses and Schedules of the Agreement, and references to Paragraphs shall be deemed to be references to Paragraphs of this TOR

2.3 The rules of interpretation stated in Clauses 1.2, 1.3 and 1.4 of the Agreement shall apply, mutatis mutandis, to this TOR.

3 Role and functions of the Independent Engineer

3.1 The role and functions of the Independent Engineer shall include the following:

(i) review of the Drawings and Documents as set forth in Paragraph 4;

(ii) review, inspection and monitoring of Construction Works as set forth in Paragraph 5;

(iii) conducting Tests on completion of construction and issuing Completion /Provisional Certificate as set forth in Paragraph 5:

(iv) review, inspection and monitoring of O&M as set forth in Paragraph 6; Schedule-N Page - 247

(v) review, inspection and monitoring of Divestment Requirements as set forth in Paragraph 7;

(vi) review, inspection and monitoring of Environmental Management Plan;

(vii) determining, as required under the Agreement, the costs of any works or services and/ or their reasonableness;

(viii) determining, as required under the Agreement, the period or any extension thereof, for performing any duty or obligation;

(ix) assisting the Parties in resolution of Disputes as set forth in Paragraph 9; and

(x) undertaking all other duties and functions in accordance with the Agreement.

(xi) The role & functions of Independent Engineer and reporting schedule is as under :- Period Function Days required Construction Review of Drawings 15 Review of modified 07 Drawings Safety reports 15 EPC Contracts 07 Construction Period Monthly progress 07 Remedial safety measures 03 Operation Period Annual maintenance 15 programs Monthly status reports 07 O&M reports 07

3.2 The Independent Engineer shall discharge its duties in a fair, impartial and efficient manner, consistent with the highest standards of professional integrity and Good Industry Practice.

4 Development Period

Schedule-N Page - 248

4.1 During the Development Period, the Independent Engineer shall undertake a detailed review of the Drawings to be furnished by the Concessionaire along with supporting data, including the geo-technical and hydrological investigations, characteristics of materials from borrow areas and quarry sites, topographical surveys and traffic surveys. The Independent Engineer shall complete such review and send its comments/observations to the Authority and the Concessionaire within 15 (fifteen) days of receipt of such Drawings. In particular, such comments shall specify the conformity or otherwise of such Drawings with the Scope of the Project and Specifications and Standards.

4.2 The Independent Engineer shall review any modified Drawings or supporting Documents sent to it by the Concessionaire and furnish its comments within 7 (seven) days of receiving such Drawings or Documents.

4.3 The Independent Engineer shall review the Drawings sent to it by the Safety Consultant in accordance with Schedule-L and furnish its comments thereon to the Authority and the Concessionaire within 7 (seven) days of receiving such Drawings. The Independent Engineer shall also review the Safety Report and furnish its comments thereon to the Authority within 15 (fifteen) days of receiving such report.

4.4 The Independent Engineer shall review the detailed design, construction methodology, quality assurance procedures and the procurement, engineering and construction time schedule sent to it by the Concessionaire and furnish its comments within 15 (fifteen) days of receipt thereof.

4.5 The Independent Engineer shall review the Environmental Management Plan and monitoring plans, and revise appropriately given the detailed Drawings and sire investigation reports provided by the Concessionaire. Pro-forma environmental monitoring reports will be prepared and provided to the Concessionaire before the start of the Construction Period.

4.6 Upon reference by the Authority, the Independent Engineer shall review and comment on the EPC Contract or any other contract for construction, operation and maintenance of the Project, and furnish its comments within 7 (seven) days from receipt of such reference from the Authority.

5 Construction Period

5.1 In respect of the Drawings, Documents and Safety Report received by the Independent Engineer for its review and comments during the Construction Period, the provisions of Paragraph 4 shall apply, mutatis mutandis.

5.2 The Independent Engineer shall review the monthly progress report furnished by the Concessionaire and send its comments thereon to the Authority and the Concessionaire within 7 (seven) days of receipt of such report.

Schedule-N Page - 249

5.3 The Independent Engineer shall inspect the Construction Works and the Project once every month, preferably after receipt of the monthly progress report from the Concessionaire, but before the 20th (twentieth) day of each month in any case, and make out a report of such inspection (the “Inspection Report”) setting forth an overview of the status, progress, quality and safety of construction, including the work methodology adopted, the materials used and their sources, and conformity of Construction Works with the Scope of the Project, the Specifications and Standards and Environmental Management Plan . In a separate section of the Inspection Report, the Independent Engineer shall describe in reasonable detail the lapses, defects or deficiencies observed by it in the construction of the Project. The Inspection Report shall also contain a review of the maintenance of the existing lanes in conformity with the provisions of the Agreement. The Independent Engineer shall send a copy of its Inspection Report to the Authority and the Concessionaire within 7 (seven) days of the inspection.

5.4 The Independent Engineer may inspect the Project more than once in a month if any lapses, defects or deficiencies require such inspections.

5.5 In the event during Construction Period that unanticipated environmental impacts become apparent, the Independent Engineer shall advise the Authority and Concessionaire on additional mitigation or corrective measures to be be implemented to avoid adverse environmental effects.

5.6 For determining that the Construction Works conform to Specifications and Standards, the Independent Engineer shall require the Concessionaire to carry out, or cause to be carried out, tests on a sample basis, to be specified by the Independent Engineer in accordance with Good Industry Practice for quality assurance. For purposes of this Paragraph 5.5, the tests specified in the IRC Special Publication-11 (Handbook of Quality Control for Construction of Roads and Runways) and the Specifications for Road and Bridge Works issued by the Authority (the “Quality Control Manuals”) or any modification/substitution thereof shall be deemed to be tests conforming to Good Industry Practice for quality assurance. The Independent Engineer shall issue necessary directions to the Concessionaire for ensuring that the tests are conducted in a fair and efficient manner, and shall monitor and review the results thereof.

5.7 The sample size of the tests, to be specified by the Independent Engineer under Paragraph 5.5, shall comprise 10% (ten percent) of the quantity or number of tests prescribed for each category or type of tests in the Quality Control Manuals; provided that the Independent Engineer may, for reasons to be recorded in writing, increase the aforesaid sample size by up to 10% (ten percent) for certain categories or types of tests.

5.8 The timing of tests referred to in Paragraph 5.5, and the criteria for acceptance/rejection of their results shall be determined by the Independent Engineer in accordance with the Quality Control Manuals. The tests shall be undertaken on a random sample basis and shall be in addition to, and independent of, the tests that may be carried out by the Concessionaire for its own quality assurance in accordance with Good Industry Practice. Schedule-N Page - 250

5.9 In the event that the Concessionaire carries out any remedial works for removal or rectification of any defects or deficiencies, the Independent Engineer shall require the Concessionaire to carry out, or cause to be carried out, tests to determine that such remedial works have brought the Construction Works into conformity with the Specifications and Standards, and the provisions of this Paragraph 5 shall apply to such tests.

5.10 In the event that the Concessionaire fails to achieve any of the Project Milestones, the Independent Engineer shall undertake a review of the progress of construction and identify potential delays, if any. If the Independent Engineer shall determine that completion of the Project is not feasible within the time specified in the Agreement, it shall require the Concessionaire to indicate within 15 (fifteen) days the steps proposed to be taken to expedite progress, and the period within which COD shall be achieved Upon receipt of a report from the Concessionaire, the Independent Engineer shall review the same and send its comments to the Authority and the Concessionaire forthwith.

5.11 If at any time during the Construction Period, the Independent Engineer determines that the Concessionaire has not made adequate arrangements for the safety of workers and Users in the zone of construction or that any work is being carried out in a manner that threatens the safety of the workers and the Users, it shall make a recommendation to the Authority forthwith, identifying the whole or part of the Construction Works that should be suspended for ensuring safety in respect thereof.

5.12 In the event that the Concessionaire carries out any remedial measures to secure the safety of suspended works and Users, it may, by notice in writing, require the Independent Engineer to inspect such works, and within 3 (three) days of receiving such notice, the Independent Engineer shall inspect the suspended works and make a report to the Authority forthwith, recommending whether or not such suspension may be revoked by the Authority.

5.13 If suspension of Construction Works is for reasons not attributable to the Concessionaire, the Independent Engineer shall determine the extension of dates set forth in the Project Completion Schedule, to which the Concessionaire is reasonably entitled, and shall notify the Authority and the Concessionaire of the same.

5.14 The Independent Engineer shall carry out, or cause to be carried out, all the Tests specified in Schedule-I and issue a Completion Certificate or Provisional Certificate, as the case may be. For carrying out its functions under this Paragraph 5.13 and all matters incidental thereto, the Independent Engineer shall act under and in accordance with the provisions of Article 14 and Schedule-I

5.15 Upon reference from the Authority, the Independent Engineer shall make a fair and reasonable assessment of the costs of providing information, works and services as set

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forth in Article 16 and certify the reasonableness of such costs for payment by the Authority to the Concessionaire.

5.16 The Independent Engineer shall aid and advise the Concessionaire in preparing the Maintenance Manual.

6 Operation Period

6.1 In respect of the Drawings, Documents and Safety Report received by the Independent Engineer for its review and comments during the Operation Period, the provisions of Paragraph 4 shall apply, mutatis mutandis.

6.2 The Independent Engineer shall review the annual Maintenance Programme furnished by the Concessionaire and send its comments thereon to the Authority and the Concessionaire within 15 (fifteen) days of receipt of the Maintenance Programme.

6.3 The Independent Engineer shall review the monthly status report furnished by the Concessionaire and send its comments thereon to the Authority and the Concessionaire within 7 (seven) days of receipt of such report.

6.4 The Independent Engineer shall inspect the Project once every month, preferably after receipt of the monthly status report from the Concessionaire, but before the 20th (twentieth) day of each month in any case, and make out an O&M Inspection Report setting forth an overview of the status, quality and safety of O&M including its conformity with the Maintenance Requirements, Safety Requirements and Environmental Management Plan. In a separate section of the O&M Inspection Report, the Independent Engineer shall describe in reasonable detail the lapses, defects or deficiencies observed by it in O&M of the Project. The Independent Engineer shall send a copy of its O&M Inspection Report to the Authority and the Concessionaire within 7 (seven) days of the inspection.

6.5 The Independent Engineer may inspect the Project more than once in a month, if any lapses, defects or deficiencies require such inspections.

6.6 The Independent Engineer shall in its O&M Inspection Report specify the tests, if any, that the Concessionaire shall carry out, or cause to be carried out, for the purpose of determining that the Project is in conformity with the Maintenance Requirements. It shall monitor and review the results of such tests and the remedial measures, if any, taken by the Concessionaire in this behalf.

6.7 In respect of any defect or deficiency referred to in Paragraph 3 of Schedule-K, the Independent Engineer shall, in conformity with Good Industry Practice, specify the Schedule-N Page - 252

permissible limit of deviation or deterioration with reference to the Specifications and Standards and shall also specify the time limit for repair or rectification of any deviation or deterioration beyond the permissible limit.

6.8 The Independent Engineer shall determine if any delay has occurred in completion of repair or remedial works in accordance with the Agreement, and shall also determine the Damages, if any, payable by the Concessionaire to the Authority for such delay.

6.9 The Independent Engineer shall examine the request of the Concessionaire for closure of any lane (s) of the carriageway for undertaking maintenance/repair thereof, keeping in view the need to minimise disruption in traffic and the time required for completing such maintenance/repair in accordance with Good Industry Practice. It shall grant permission with such modifications, as it may deem necessary, within 3 (three) days of receiving a request from the Concessionaire. Upon expiry of the permitted period of closure, the Independent Engineer shall monitor the re-opening of such lane(s), and in case of delay, determine the Damages payable by the Concessionaire to the Authority under Clause 17.7.

6.10 The Independent Engineer shall monitor and review the curing of defects and deficiencies by the Concessionaire as set forth in Clause 19.4

6.11 In the event that the Concessionaire notifies the Independent Engineer of any modifications that it proposes to make to the Project, the Independent Engineer shall review the same and send its comments to the Authority and the Concessionaire within 15 (fifteen) days of receiving the proposal.

6.12 The Independent Engineer shall undertake traffic sampling, as and when required by the Authority, under and in accordance with the provisions of this Agreement.

7 Termination

7.1 At any time, not earlier than 90 (ninety) days prior to Termination but not later than 15 (fifteen) days prior to such Termination, the Independent Engineer shall, in the presence of a representative of the Concessionaire, inspect the Project for determining compliance by the Concessionaire with the Divestment Requirements set forth in Clause 32.1 and, if required, cause tests to be carried out at the Concessionaire‟s cost for determining such compliance. If the Independent Engineer determines that the status of the Project is such that its repair and rectification would require a larger amount than the sum set forth in Clause 33.2, it shall recommend retention of the required amount in the Escrow Account and the period of retention thereof.

7.2 The Independent Engineer shall inspect the Project once in every 15 (fifteen) days during a period of 90 (ninety) days after Termination for determining the liability of the Concessionaire under Article 33, in respect of the defects or deficiencies specified

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therein. If any such defect or deficiency is found by the Independent Engineer, it shall make a report in reasonable detail and send it forthwith to the Authority and the Concessionaire

8 Determination of costs and time 8.1 The Independent Engineer shall determine the costs, and/or their reasonableness, that are required to be determined by it under the Agreement.

8.2 The Independent Engineer shall determine the period, or any extension thereof, that is required to be determined by it under the Agreement.

9 Assistance in Dispute resolution

9.1 When called upon by either Party in the event of any Dispute, the Independent Engineer shall mediate and assist the Parties in arriving at an amicable settlement.

9.2 In the event of any disagreement between the Parties regarding the meaning, scope and nature of Good Industry Practice, as set forth in any provision of the Agreement, the Independent Engineer shall specify such meaning, scope and nature by issuing a reasoned written statement relying on good industry practice and authentic literature

10 Other duties and functions

The Independent Engineer shall perform all other duties and functions specified in the Agreement.

11 Miscellaneous

11.1 The Independent Engineer shall notify its programme of inspection to the Authority and to the Concessionaire, who may, in their discretion, depute their respective representatives to be present during the inspection.

11.2 A copy of all communications, comments, instructions, Drawings or Documents sent by the Independent Engineer to the Concessionaire pursuant to this TOR, and a copy of all the test results with comments of the Independent Engineer thereon shall be furnished by the Independent Engineer to the Authority forthwith.

11.3 The Independent Engineer shall obtain, and the Concessionaire shall furnish in 2 (two) copies thereof all communications and reports required to be submitted, under this Agreement, by the Concessionaire to the Independent Engineer whereupon the Independent Engineer shall send 1 (one) of the copies to the Authority along with its comments thereon.

11.4 The Independent Engineer shall retain at least one copy each of all Drawings and Documents received by it, including „as-built‟ Drawings, and keep them in its safe custody

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11.5 Upon completion of its assignment hereunder, the Independent Engineer shall duly classify and list all Drawings, Documents, results of tests and other relevant records, and hand them over to the Authority or such other person as the Authority may specify, and obtain written receipt thereof. Two copies of the said documents shall also be furnished in their editable digital format or in such other medium or manner as may be acceptable to the Authority.

11.6 Wherever no period has been specified for delivery of services by the Independent Engineer, the Independent Engineer shall act with the efficiency and urgency necessary for discharging its functions in accordance with Good Industry Practice.

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SCHEDULE-O (See Clause 25.1.2)

ESCROW AGREEMENT

THIS ESCROW AGREEMENT is entered into on this the ………………..…day of ……….20……..

AMONGST

1 …………….Limited, a company incorporated under the provisions of the Companies Act, 2013 and having its registered office at ……………………(hereinafter referred to as the “Concessionaire” which expression shall, unless repugnant to the context or meaning thereof, include its successors, permitted assigns and substitutes);

2 ……………….(insert name and particulars of Lenders‟ Representative) and having its registered office at………………….acting for and on behalf of the Senior Lenders as their duly authorised agent with regard to matters arising out of or in relation to this Agreement (hereinafter referred to as the “Lenders’ Representative” which expression shall, unless repugnant to the context or meaning thereof, include its successors and substitutes);

3 ……………….. (Insert name and particulars of the Escrow Bank) and having its registered office at …………………………………… (Hereinafter referred to as the “Escrow Bank” which expression shall, unless repugnant to the context or meaning thereof, include its administrators, successors and substitutes); and

4 The Governor of Rajasthan, represented by Additional Chief Secretary, Public Works Department, Government of Rajasthan and having its principal officers at Jacob Road, Civil Lines, Jaipur – 302006 (hereinafter referred to as the “Authority” which expression shall, unless repugnant to the context or meaning thereof, include its administrators, successors and assigns).

WHEREAS:

(A) The Authority has entered into a Concession Agreement dated……………….with the Concessionaire (the “Concession Agreement”) for development and operation of Kanwas -Khanpur -Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) –Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH- 22 (Total length: 175.36 Km) (the “Project”) on design, build, operate and transfer (the “DBOT”) basis on Annuity mode, and a copy of which is annexed hereto and marked as Annex-A to form part of this Agreement.

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(B) Senior Lenders have agreed to finance the Project in accordance with the terms and conditions set forth in the Financing Agreements.

(C) The Concession Agreement requires the Concessionaire to establish an Escrow Account, inter alia, on the terms and conditions stated therein

NOW, THEREFORE, in consideration of the foregoing and the respective covenants and agreements set forth in this Agreement, the receipt and sufficiency of which is hereby acknowledged, and intending to be legally bound hereby, the Parties agree as follows:

1 DEFINITIONS AND INTERPRETATION

1.1 Definitions

In this Agreement, the following words and expressions shall, unless repugnant to the context or meaning thereof, have the meaning hereinafter respectively assigned to them:

“Agreement” means this Escrow Agreement and any amendment thereto made in accordance with the provisions contained herein;

“Concession Agreement” means the Concession Agreement referred to in Recital (A) above and annexed hereto as Annex-A, and shall include all of its Recitals and Schedules and any amendments made thereto in accordance with the provisions contained in this behalf therein;

“Cure Period” means the period specified in this Agreement for curing any breach or default of any provision of this Agreement by the Concessionaire, and shall commence from the date on which a notice is delivered by the Authority or the Lenders‟ Representative, as the case may be, to the Concessionaire asking the latter to cure the breach or default specified in such notice;

"Escrow Default" shall have the meaning ascribed thereto in Clause 6.1;

“Escrow Account” means an escrow account established in terms of and under this Agreement, and shall include the Sub- Accounts;

“Lenders Representative” means the person referred to as the Lenders Representative in the foregoing Recitals;

“Parties” means the parties to this Agreement collectively and “Party” shall mean any of the Parties to this Agreement individually;

“Payment Date” means, in relation to any payment specified in Clause 4.1, the date(s) specified for such payment; and Schedule-O Page - 257

“Sub-Accounts” means the respective sub-accounts of the Escrow Account, into which the monies specified in Clause 4.1 would be credited every month and paid out if due, and if not due in month then appropriated proportionately in such month and retained in the respective sub-accounts and paid out there from on the Payment Date(s)

1.2 Interpretation

1.2.1 References to Lenders‟ Representative shall, unless repugnant to the context or meaning thereof, mean references to the Lenders‟ Representative, acting for and on behalf of Senior Lenders.

1.2.2 The words and expressions beginning with capital letters and defined in this Agreement shall have the meaning ascribed thereto herein, and the words and expressions used in this Agreement and not defined herein but defined in the Concession Agreement shall, unless repugnant to the context, have the meaning ascribed thereto in the Concession Agreement.

1.2.3 References to Clauses are, unless stated otherwise, references to Clauses of this Agreement.

1.2.4 The rules of interpretation stated in Clauses 1.2, 1.3 and 1.4 of the Concession Agreement shall apply, mutatis mutandis, to this Agreement.

2 ESCROW ACCOUNT

2.1 Escrow Bank to act as trustee

2.1.1 The Concessionaire hereby appoints the Escrow Bank to act as trustee for the Authority, the Lenders‟ Representative and the Concessionaire in connection herewith and authorises the Escrow Bank to exercise such rights, powers, authorities and discretion as are specifically delegated to the Escrow Bank by the terms hereof together with all such rights, powers, authorities and discretion as are reasonably incidental hereto, and the Escrow Bank accepts such appointment pursuant to the terms hereof.

2.1.2 The Concessionaire hereby declares that all rights, title and interest in and to the Escrow Account shall be vested in the Escrow Bank and held in trust for the Authority, the Lenders‟ Representative and the Concessionaire, and applied in accordance with the terms of this Agreement. No person other than the Authority, the Lenders‟ Representative and the Concessionaire shall have any rights hereunder as the beneficiaries of, or as third party beneficiaries under this Agreement.

2.2 Acceptance of Escrow Bank

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The Escrow Bank hereby agrees to act as such and to accept all payments and other amounts to be delivered to and held by the Escrow Bank pursuant to the provisions of this Agreement. The Escrow Bank shall hold and safeguard the Escrow Account during the term of this Agreement and shall treat the amount in the Escrow Account as monies deposited by the Concessionaire, Senior Lenders or the Authority with the Escrow Bank. In performing its functions and duties under this Agreement, the Escrow Bank shall act in trust for the benefit of, and as agent for, the Authority, the Lenders‟ Representative and the Concessionaire or their nominees, successors or assigns, in accordance with the provisions of this Agreement.

2.3 Establishment and operation of Escrow Account

2.3.1 Within 30 (thirty) days from the date of this Agreement, and in any case prior to the Appointed Date, the Concessionaire shall open and establish the Escrow Account with the ……………………… (name of Branch) Branch of the Escrow Bank. The Escrow Account shall be denominated in Rupees.

2.3.2 The Escrow Bank shall maintain the Escrow Account in accordance with the terms of this Agreement and its usual practices and applicable regulations, and pay the maximum rate of interest payable to similar customers on the balance in the said account from time to time.

2.3.3 The Escrow Bank and the Concessionaire shall, after consultation with the Lenders Representative, agree on the detailed mandates, terms and conditions, and operating procedures for the Escrow Account, but in the event of any conflict or inconsistency between this Agreement and such mandates, terms and conditions, or procedures, this Agreement shall prevail.

2.4 Escrow Bank’s fee

The Escrow Bank shall be entitled to receive its fee and expenses in an amount, and at such times, as may be agreed between the Escrow Bank and the Concessionaire. For the avoidance of doubt, such fee and expenses shall form part of the O&M Expenses and shall be appropriated from the Escrow Account in accordance with Clause 4.1

2.5 Rights of the Parties

Save and except as otherwise provided in the Concession Agreement, the rights of the Authority, the Lenders‟ Representative and the Concessionaire in the monies held in the Escrow Account are set forth in their entirety in this Agreement and the Authority, the Lenders‟ Representative and the Concessionaire shall have no other rights against or to the monies in the Escrow Account.

2.6 Substitution of the Concessionaire

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The Parties hereto acknowledge and agree that upon substitution of the Concessionaire with the Nominated Company, pursuant to the Substitution Agreement, it shall be deemed for the purposes of this Agreement that the Nominated Company is a Party hereto and the Nominated Company shall accordingly be deemed to have succeeded to the rights and obligations of the Concessionaire under this Agreement on and with effect from the date of substitution of the Concessionaire with the Nominated Company. 3 DEPOSITS INTO ESCROW ACCOUNT

3.1 Deposits by the Concessionaire

3.1.1 The Concessionaire agrees and undertakes that it shall deposit into and/or credit the Escrow Account with:

(a) All monies received in relation to the Project from any source, including the Senior Lenders, lenders of Subordinated Debt and the Authority;

(b) all funds received by the Concessionaire from its share-holders, in any manner or form;

(c) any other revenues, rentals, deposits or capital receipts, as the case may be, from or in respect of the Project; and

(d) all proceeds received pursuant to any insurance claims.

3.1.2 The Concessionaire may at any time make deposits of its other funds into the Escrow Account, provided that the provisions of this Agreement shall apply to such deposits.

3.2 Deposits by the Authority

The Authority agrees and undertakes that, as and when due and payable, it shall deposit into and/or credit the Escrow Account with:

(a) Grant and any other monies disbursed by the Authority to the Concessionaire;

(b) all revenues collected by the Authority in exercise of its rights under the Concession Agreement; and

Provided that, notwithstanding the provisions of Clause 4.1.1, the Authority shall be entitled to appropriate from the aforesaid amounts, any amounts due and payable to it by the Concessionaire, and the balance remaining shall be deposited into the Escrow Account.

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The Lenders‟ Representative agrees, confirms and undertakes that the Senior Lenders shall deposit into and/or credit the Escrow Account with all disbursements made by them in relation to or in respect of the Project; provided that notwithstanding anything to the contrary contained in this Agreement, the Senior Lenders shall be entitled to make direct payments to the EPC Contractor under and in accordance with the express provisions contained in this behalf in the Financing Agreements.

3.4 Interest on deposits

The Escrow Bank agrees and undertakes that all interest accruing on the balances of the Escrow Account shall be credited to the Escrow Account; provided that the Escrow Bank shall be entitled to appropriate therefrom the fee and expenses due to it from the Concessionaire in relation to the Escrow Account and credit the balance remaining to the Escrow Account.

4 WITHDRAWALS FROM ESCROW ACCOUNT

4.1 Withdrawals during Concession Period

4.1.1 At the beginning of every month, or at such shorter intervals as the Lenders‟ Representative and the Concessionaire may by written instructions determine, the Escrow Bank shall withdraw amounts from the Escrow Account and appropriate them in the following order by depositing such amounts in the relevant Sub-Accounts for making due payments, and if such payments are not due in any month, then retain such monies in such Sub-Accounts and pay out therefrom on the Payment Date(s).

(a) all taxes due and payable by the Concessionaire for and in respect of the Project;

(b) all payments relating to construction of the Project, subject to and in accordance with the conditions, if any, set forth in the Financing Agreements;

(d) O&M Expenses and other costs and expenses incurred by the Authority in accordance with the provisions of the Concession Agreement, and certified by the Authority as due and payable to it;

(e) any amounts due and payable to the Authority;

(f) monthly proportionate provision of Debt Service due in an Accounting Year;

(g) all payments and Damages certified by the Authority as due and payable to it by the Concessionaire pursuant to the Concession Agreement;

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(h) monthly proportionate provision of debt service payments due in an Accounting Year in respect of Subordinated Debt;

(i) any reserve requirements set forth in the Financing Agreements; and

(j) balance, if any, in accordance with the instructions of the Concessionaire.

4.1.2 No later than 60 (sixty) days prior to the commencement of each Accounting Year, the Concessionaire shall provide to the Escrow Bank, with prior written approval of the Lenders‟ Representative, details of the amounts likely to be required for each of the payment obligations set forth in this Clause 4.1; provided that such amounts may be subsequently modified, with prior written approval of the Lenders‟ Representative, if fresh information received during the course of the year makes such modification necessary.

4.2 Withdrawals upon Termination

Upon Termination of the Concession Agreement, all amounts standing to the credit of the Escrow Account shall, notwithstanding anything in this Agreement, be appropriated and dealt with in the following order:

(a) all taxes due and payable by the Concessionaire for and in respect of the Project;

(b) 90% (ninety percent) of Debt Due excluding Subordinated Debt;

(c) all payments and Damages certified by the Authority as due and payable to it by the Concessionaire pursuant to the Concession Agreement, including any claims in connection with or arising out of Termination;

(d) retention and payments arising out of, or in relation to, liability for defects and deficiencies set forth in Article 33 of the Concession Agreement;

(e) outstanding Debt Service including the balance of Debt Due;

(f) outstanding Subordinated Debt;

(g) incurred or accrued O&M Expenses;

(h) any other payments required to be made under the Concession Agreement; and

(i) balance, if any , in accordance with the instructions of the Concessionaire:

Provided that the disbursements specified in Sub- clause (i) of this Clause 4.2 shall be undertaken only after the Vesting Certificate has been issued by the Authority.

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4.3 Application of insufficient funds

Funds in the Escrow Account shall be applied in the serial order of priority set forth in Clauses 4.1 and 4.2, as the case may be. If the funds available are not sufficient to meet all the requirements, the Escrow Bank shall apply such funds in the serial order of priority until exhaustion thereof.

4.4 Application of insurance proceeds Notwithstanding anything in this Agreement, the proceeds from all insurance claims, except life and injury, shall be deposited into and/or credited to the Escrow Account and utilised for any necessary repair, reconstruction, reinstatement, replacement, improvement, delivery or installation of the Project, and the balance remaining, if any, shall be applied in accordance with the provisions contained in this behalf in the Financing Agreements.

4.5 Withdrawals during Suspension

Notwithstanding anything to the contrary contained in this Agreement, the Authority may exercise all or any of the rights of the Concessionaire during the period of Suspension under Article 30 of the Concession Agreement. Any instructions given by the Authority to the Escrow Bank during such period shall be complied with as if such instructions were given by the Concessionaire under this Agreement and all actions of the Authority hereunder shall be deemed to have been taken for and on behalf of the Concessionaire.

5 OBLIGATIONS OF THE ESCROW BANK

5.1 Segregation of funds

Monies and other property received by the Escrow Bank under this Agreement shall, until used or applied in accordance with this Agreement, be held by the Escrow Bank in trust for the purposes for which they were received, and shall be segregated from other funds and property of the Escrow Bank.

5.2 Notification of balances

7 (seven) business days prior to each Payment Date (and for this purpose of the Escrow Bank shall be entitled to rely on an affirmation by the Concessionaire and/or the Lenders‟ Representative as to the relevant Payment Dates), the Escrow Bank shall notify the Lenders‟ Representative of the balances in the Escrow Account and Sub-Accounts as at the close of business on the immediately preceding business day.

5.3 Communications and notices

In discharge of its duties and obligations hereunder, the Escrow Bank:

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(a) may, in the absence of bad faith or gross negligence on its part, rely as to any matters of fact which might reasonably be expected to be within the knowledge of the Concessionaire upon a certificate signed by or on behalf of the Concessionaire;

(b) may, in the absence of bad faith or gross negligence on its part, rely upon the authenticity of any communication or document believed by it to be authentic;

(c) shall, within 5 (five) business days after receipt, deliver a copy to the Lenders‟ Representative of any notice or document received by it in its capacity as the Escrow Bank from the Concessionaire or any other person hereunder or in connection herewith; and

(d) shall, within 5 (five) business days after receipt, deliver a copy to the Concessionaire of any notice or document received by it from the Lenders‟ Representative in connection herewith.

5.4 No set off

The Escrow Bank agrees not to claim or exercise any right of set off, banker‟s lien or other right or remedy with respect to amounts standing to the credit of the Escrow Account. For the avoidance of doubt, it is hereby acknowledged and agreed by the Escrow Bank that the monies and properties held by the Escrow Bank in the Escrow Account shall not be considered as part of the assets of the Escrow Bank and being trust property, shall in the case of bankruptcy or liquidation of the Escrow Bank, be wholly excluded from the assets of the Escrow Bank in such bankruptcy or liquidation.

5.5 Regulatory approvals

The Escrow Bank shall use its best efforts to procure, and thereafter maintain and comply with, all regulatory approvals required for it to establish and operate the Escrow Account. The Escrow Bank represents and warrants that it is not aware of any reason why such regulatory approvals will not ordinarily be granted to the Escrow Bank.

6 ESCROW DEFAULT

6.1 Escrow Default

6.1.1 Following events shall constitute an event of default by the Concessionaire (an “Escrow Default”) unless such event of default has occurred as a result of Force Majeure or any act or omission of the Authority or the Lenders‟ Representative:

(a) the Concessionaire commits breach of this Agreement by failing to deposit any receipts into the Escrow Account as provided herein and fails to cure such breach

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by depositing the same into the Escrow Account within a Cure Period of 5 (five) business days:

(b) the Concessionaire causes the Escrow Bank to transfer funds to any account of the Concessionaire in breach of the terms of this Agreement and fails to cure such breach by depositing the relevant funds into the Escrow Account or any Sub- Account in which such transfer should have been made, within a Cure Period of 5 (five) business days; or

(c) the Concessionaire commits or causes any other breach of the provisions of this Agreement and fails to cure the same within a Cure Period of 5 (five) business days.

6.1.2 Upon occurrence of an Escrow Default, the consequences thereof shall be dealt with under and in accordance with the provisions of the Concession Agreement.

7 TERMINATION OF ESCROW AGREEMENT

7.1 Duration of the Escrow Agreement

This Agreement shall remain in full force and effect so long as any sum remains to be advanced or is outstanding from the Concessionaire in respect of the debt, guarantee or financial assistance received by it from the Senior Lenders, or any of its obligations to the Authority remain to be discharged, unless terminated earlier by consent of all the Parties or otherwise in accordance with the provisions of this Agreement.

7.2 Substitution of Escrow Bank

The Concessionaire may, by not less than 45 (forty five) days prior notice to the Escrow Bank, the Authority and the Lenders‟ Representative, terminate this Agreement and appoint a new Escrow Bank, provided that the new Escrow Bank is acceptable to the Lenders‟ Representative and arrangements are made satisfactory to the Lenders‟ Representative for transfer of amounts deposited in the Escrow Account to a new Escrow Account established with the successor Escrow Bank.

The termination of this Agreement shall take effect only upon coming into force of an Escrow Agreement with the substitute Escrow Bank.

7.3 Closure of Escrow Account

The Escrow Bank shall, at the request of the Concessionaire and the Lenders‟ Representative made on or after the payment by the Concessionaire of all outstanding amounts under the Concession Agreement and the Financing Agreements including the

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payments specified in Clause 4.2, and upon confirmation of receipt of such payments, close the Escrow Account and Sub-Accounts and pay any amount standing to the credit thereof to the Concessionaire Upon closure of the Escrow Account hereunder, the Escrow Agreement shall be deemed to be terminated.

8 SUPPLEMENTARY ESCROW AGREEMENT

8.1 Supplementary escrow agreement

The Lenders‟ Representative and the Concessionaire shall be entitled to enter into a supplementary escrow agreement with the Escrow Bank providing, inter alia, for detailed procedures and documentation for withdrawals from Sub-Accounts pursuant to Clause 4.1.1 and for matters not covered under this Agreement such as the rights and obligations of the Senior Lenders and lenders of Subordinated Debt, investment of surplus funds, restrictions on withdrawals by the Concessionaire in the event of breach of this Agreement or upon occurrence of an Escrow Default, procedures relating to operation of the Escrow Account and withdrawal therefrom, reporting requirements and any matters incidental thereto; provided that such supplementary escrow agreement shall not contain any provision which is inconsistent with this Agreement and in the event of any conflict or inconsistency between provisions of this Agreement and such supplementary escrow agreement, the provisions of this Agreement shall prevail.

9 INDEMNITY

9.1 General indemnity

9.1.1 The Concessionaire will indemnify, defend and hold the Authority, Escrow Bank and the Senior Lenders, acting through the Lenders‟ Representative, harmless against any and all proceedings, actions and third party claims for any loss, damage, cost and expense arising out of any breach by the Concessionaire of any of its obligations under this Agreement or on account of failure of the Concessionaire to comply with Applicable Laws and Applicable Permits.

9.1.2 The Authority will indemnify, defend and hold the Concessionaire harmless against any and all proceedings, actions and third party claims for any loss, damage, cost and expense arising out of failure of the Authority to fulfil any of its obligations under this Agreement materially and adversely affecting the performance of the Concessionaire‟s obligations under the Concession Agreement or this Agreement other than any loss, damage, cost and expense arising out of acts done in discharge of their lawful functions by the Authority, its officers, servants and agents.

9.1.3 The Escrow Bank will indemnify, defend and hold the Concessionaire harmless against any and all proceedings, actions and third party claims for any loss, damage, cost and expense arising out of failure of the Escrow Bank to fulfil its obligations under this Schedule-O Page - 266

Agreement materially and adversely affecting the performance of the Concessionaire‟s obligations under the Concession Agreement other than any loss, damage, cost and expense, arising out of acts done in discharge of their lawful functions by the Escrow Bank, its officers, servants and agents.

9.2 Notice and contest of claims

In the event that any Party hereto receives a claim from a third party in respect of which it is entitled to the benefit of an indemnity under Clause 9.1 or in respect of which it is entitled to reimbursement (the “Indemnified Party”), it shall notify the other Party responsible for indemnifying such claim hereunder (the “Indemnifying Party”) within 15 (fifteen) days of receipt of the claim and shall not settle or pay the claim without the prior approval of the Indemnifying Party, which approval shall not be unreasonably withheld or delayed. In the event that the Indemnifying Party wishes to contest or dispute the claim, it may conduct the proceedings in the name of the Indemnified Party and shall bear all costs involved in contesting the same. The Indemnified Party shall provide all cooperation and assistance in contesting any claim and shall sign all such writings and documents as the Indemnifying Party may reasonably require.

10 DISPUTE RESOLUTION

10.1 Dispute resolution

10.1.1 Any dispute, difference or claim arising out of or in connection with this Agreement, which is not resolved amicably, shall be decided finally by reference to arbitration to a Board of Arbitrators comprising one nominee of each Party to the dispute, and where the number of such nominees is an even number, the nominees shall elect another person to such Board. Such arbitration shall be held in accordance with the Rules of Arbitration of the International Centre for Alternative Dispute Resolution, New Delhi (the “Rules”) or such other rules as may be mutually agreed by the Parties, and shall be subject to the provisions of the Arbitration and Conciliation Act, 1996.

10.1.2 The Arbitrators shall issue a reasoned award and such award shall be final and binding on the Parties. The place of arbitration shall be the capital of the State and the language of arbitration shall be English.

11 MISCELLANEOUS PROVISIONS

11.1 Governing law and jurisdiction

This Agreement shall be construed and interpreted in accordance with and governed by the laws of India, and the courts in the State shall have jurisdiction over all matters arising out of or relating to this Agreement. Schedule-O Page - 267

11.2 Waiver of sovereign immunity

The Authority unconditionally and irrevocably:

(a) agrees that the execution, delivery and performance by it of this Agreement constitute commercial acts done and performed for commercial purpose;

(b) agrees that, should any proceedings be brought against it or its assets, property or revenues in any jurisdiction in relation to this Agreement or any transaction contemplated by this Agreement, no immunity (whether by reason of sovereignty or otherwise) from such proceedings shall be claimed by or on behalf of the Authority with respect to its assets;

(c) waives any right of immunity which it or its assets, property or revenues now has, may acquire in the future or which may be attributed to it in any jurisdiction; and

(d) consents generally in respect of the enforcement of any judgement or award against it in any such proceedings to the giving of any relief or the issue of any process in any jurisdiction in connection with such proceedings (including the making, enforcement or execution against it or in respect of any assets, property or revenues whatsoever irrespective of their use or intended use of any order or judgement that may be made or given in connection therewith).

11.3 Priority of agreements

In the event of any conflict between the Concession Agreement and this Agreement, the provisions contained in the Concession Agreement shall prevail over this Agreement.

11.4 Alteration of terms

All additions, amendments, modifications and variations to this Agreement shall be effectual and binding only if in writing and signed by the duly authorised representatives of the Parties.

11.5 Waiver

11.5.1 Waiver by any Party of a default by another Party in the observance and performance of any provision of or obligations under this Agreement:

(a) shall not operate or be construed as a waiver of any other or subsequent default hereof or of other provisions of or obligations under this Agreement;

(b) shall not be effective unless it is in writing and executed by a duly authorised representative of the Party; and

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11.5.2 Neither the failure by any Party to insist on any occasion upon the performance of the terms, conditions and provisions of this Agreement or any obligation thereunder nor time or other indulgence granted by any Party to another Party shall be treated or deemed as waiver of such breach or acceptance of any variation or the relinquishment of any such right hereunder.

11.6 No third party beneficiaries

This Agreement is solely for the benefit of the Parties and no other person or entity shall have any rights hereunder.

11.7 Survival

11.7.1 Termination of this Agreement:

(a) shall not relieve the Parties of any obligations hereunder which expressly or by implication survive termination hereof; and

(b) except as otherwise provided in any provision of this Agreement expressly limiting the liability of either Party, shall not relieve either Party of any obligations or liabilities for loss or damage to the other Party arising out of, or caused by, acts or omissions of such Party prior to the effectiveness of such termination or arising out of such termination.

11.7.2 All obligations surviving the cancellation, expiration or termination of this Agreement shall only survive for a period of 3 (three) years following the date of such termination or expiry of this Agreement.

11.8 Severability

If for any reason whatever any provision of this Agreement is or becomes invalid, illegal or unenforceable or is declared by any court of competent jurisdiction or any other instrumentality to be invalid, illegal or unenforceable, the validity, legality or enforceability of the remaining provisions shall not be affected in any manner, and the Parties will negotiate in good faith with a view to agreeing to one or more provisions which may be substituted for such invalid, unenforceable or illegal provisions, as nearly as is practicable to such invalid, illegal or unenforceable provision. Failure to agree upon any such provisions shall not be subject to dispute resolution under Clause 10.1 of this Agreement or otherwise.

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11.9 Successors and assigns

This Agreement shall be binding on and shall inure to the benefit of the Parties and their respective successors and permitted assigns.

11.10 Notices

All notices or other communications to be given or made under this Agreement shall be in writing and shall either be delivered personally or sent by courier or registered post with an additional copy to be sent by facsimile or e-mail. The address for service of each Party, its facsimile number and e-mail are set out under its name on the signing pages hereto. A notice shall be effective upon actual receipt thereof, save that where it is received after 5.30 (five thirty) p.m. on a business day, or on a day that is not a business day, the notice shall be deemed to be received on the first business day following the date of actual receipt. Without prejudice to the foregoing a Party giving or making a notice or communication by facsimile or e-mail shall promptly deliver a copy thereof personally, or send it by courier or registered post to the addressee of such notice or communication. It is hereby agreed and acknowledged that any Party may by notice change the address to which such notices and communications to it are to be delivered or mailed. Such change shall be effective when all the Parties have notice of it.

11.11 Language

All notices, certificates, correspondence and proceedings under or in connection with this Agreement shall be in English.

11.12 Authorised representatives

Each of the Parties shall, by notice in writing, designate their respective authorised representatives through whom only all communications shall be made. A Party hereto shall be entitled to remove and/or substitute or make fresh appointment of such authorised representative by similar notice.

11.13 Original Document

This Agreement may be executed in four counterparts, each of which when executed and delivered shall constitute an original of this Agreement.

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IN WITNESS WHEREOF THE PARTIES HAVE EXECUTED AND DELIVERED THIS AGREEMENT AS OF THE DATE FIRST ABOVE WRITTEN.

THE COMMON SEAL OF SIGNED, AND DELIVERED For and on behalf SEALED AND DELIVERED of SENIOR LENDERS by the CONCESSIONAIRE has been affixed Lenders‟ Representative: pursuant to the resolution passed by the Board of Directors of the Concessionaire at in its meeting held on the ...... day of...... 20...... hereunto affixed in the presence of ...... , Director, who has signed these presents in token thereof and ...... , Company Secretary / Authorised Officer Who has countersigned the same in token thereof£2:

(Signature) (Signature) (Name) (Name) (Designation) (Designation) (Address) (Address) (Fax No.) (Fax No.) (E-mail address) (E-mail address)

SIGNED, SEALED AND SIGNED, SEALED AND DELIVERED DELIVERED For and on behalf of For and on behalf of ESCROW BANK by: THE AUTHORITY by:

(Signature) (Signature) (Name) (Name) (Designation) (Designation) (Address) (Address) (Fax No.) (Fax No.) (E-mail address) (E-mail address)

In the presence of:

1. 2.

£ To be affixed in accordance with the articles of association of the Concessionaire and the resolution passed by its Board of Directors. Schedule-O Page - 271

SCHEDULE-P (See Clause 27.2.1)

PANEL OF CHARTERED ACCOUNTANTS

1 Panel of Chartered Accountants

Pursuant to the provisions of Clause 27.2.1 of the Agreement, the Authority and the Concessionaire shall prepare a mutually agreed panel of 5 (five) reputable firms of Chartered Accountants having their registered offices in India (the “Panel of Chartered Accountants”). The criteria for preparing such Panel and the procedure to be adopted in this behalf shall be as set forth in this Schedule-P.

2 Invitation for empanelment

2.1 The Authority shall invite offers from all reputed firms of Chartered Accountants who fulfil the following eligibility criteria, namely:

(a) the firm should have conducted statutory audit of the annual accounts of at least one hundred companies registered under the Companies Act, 1956, including any re-enactment or amendment thereof, of which at least ten should have been public sector undertakings:

(b) the firm should have at least 5 (five) practising Chartered Accountants on its rolls, each with a minimum experience of ten years in the profession;

(c) the firm or any of its partners should not have been disqualified or black-listed by the Comptroller and Auditor General of India or the Authority; and

(d) The firm should have an office in the State or in an adjacent State with at least 2 (two) practising Chartered Accountants on its rolls in such State.

2.2 Interested firms meeting the eligibility criteria shall be required to submit a statement of their capability including the bio-data of all the practising Chartered Accountants on its rolls. In particular, each firm shall be required to furnish year-wise information relating to the names of all the companies with an annual turnover exceeding Rs. 25,00,00,000 (Rs. twenty five crore) whose annual accounts were audited by such firm in any of the preceding 5 (five) Accounting Years.

3 Evaluation and selection

3.1 The information furnished by each firm shall be scrutinised and evaluated by the Authority and 1 (one) point shall be awarded for each annual audit of the companies Schedule-P Page - 272

specified in Paragraph 2.2 above. (For the avoidance of doubt and by way of illustration, a firm which has conducted audit of the annual accounts of any such company for 5(five) years shall be awarded 5 (five) points).

3.2 The Authority shall prepare a list of all the eligible firms along with the points scored by each such firm and 5 (five) firms scoring the highest points shall be identified and included in the draft Panel of Chartered Accountants.

4 Consultation with the Concessionaire

The Authority shall convey the aforesaid panel of firms to the Concessionaire for scrutiny and comments, if any. The Concessionaire shall be entitled to scrutinise the relevant records of the Authority to ascertain whether the selection of firms has been undertaken in accordance with the prescribed procedure and it shall send its comments, if any, to the Authority within 15 (fifteen) days of receiving the aforesaid panel.

5 Mutually agreed panel

5.1 The Authority shall, after considering all relevant factors including the comments, if any, of the Concessionaire, finalise and constitute a panel of 5 (five) firms which shall be deemed to be the mutually agreed Panel of Chartered Accountants.

5.2 After completion of every 5 (five) years from the date of preparing the mutually agreed Panel of Chartered Accountants, or such earlier period as may be agreed between the Authority and the Concessionaire, a new panel shall be prepared in accordance with the provisions of this Schedule-P.

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SCHEDULE-Q (See Clause 32.4)

VESTING CERTIFICATE

1 The Governor of Rajasthan, represented by Additional Chief Secretary Public Works Department, Government of Rajasthan (the “Authority) refers to the Concession Agreement dated...... (the “ Agreement”) entered into between the Authority and ...... (the “Concessionaire”) for development and operation of Kanwas - Khanpur -Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) – Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) (the “Project”) on design, build, operate and transfer (the “DBOT”) basis on Annuity mode.

2 The Authority hereby acknowledges compliance and fulfilment by the Concessionaire of the Divestment Requirements set forth in Clause 32.1 of the Agreement on the basis that upon issue of this Vesting Certificate, the Authority shall be deemed to have acquired, and all title and interest of the Concessionaire in or about the Project shall be deemed to have vested unto the Authority, free from any encumbrances, charges and liens whatsoever.

3 Notwithstanding anything to the contrary contained hereinabove, it shall be a condition of this Vesting Certificate that nothing contained herein shall be construed or interpreted as waiving the obligation of the Concessionaire to rectify and remedy any defect or deficiency in any of the Divestment Requirements and/ or relieving the Concessionaire in any manner of the same.

Signed this...... day of ...... , 20 ...... at...... AGREED, ACCEPTED AND SIGNED, SEALED AND DELIVERED SIGNED

For and on behalf of for and on behalf of CONCESSIONAIRE AUTHORITY by: by:

(Signature) (Signature) (Name) (Name) (Designation) (Designation) (Address) (Address)

In the presence of:

1. 2.

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SCHEDULE-R (See Clause 34.3.1)

SUBSTITUTION AGREEMENT

THIS SUBSTITUTION AGREEMENT is entered into on this the ...... day of ...... 20......

AMONGST

1 The Governor of Rajasthan, represented by Additional Chief Secretary, Public Works Department, Government of Rajasthan and having its principal offices at Jacob Road, Civil Lines, Jaipur-302006 (hereinafter referred to as the “Authority” which expression shall unless repugnant to the context or meaning thereof include its administrators, successors and assigns):

2 ...... Limited, a company incorporated under the provisions of the Companies Act, 2013 and having its registered office at ...... , (hereinafter referred to as the “Concessionaire” which expression shall unless repugnant to the context or meaning thereof include its successors and permitted assigns and substitutes);

3 ...... (insert name and particulars of Lenders‟ Representative) and having its registered office at ...... , acting for and on behalf of the Senior Lenders as their duly authorised agent with regard to matters arising out of or in relation to this Agreement (hereinafter referred to as the “Lenders Representative”, which expression shall unless repugnant to the context or meaning thereof include its successors and substitutes);

WHEREAS:

(A) The Authority has entered into a Concession Agreement dated ...... with the Concessionaire (the “Concession Agreement”) for development and operation of Kanwas -Khanpur -Aklera section of SH-74, Deoli- Kanwas section of SH-74 A, Alot (MP) –Gangdhar- Suwansara (MP) section of SH-19 C and Kherli-Pahari section of SH-22 (Total length: 175.36 Km) (the “Project”) on design, build, operate and transfer (the “DBOT”) basis on Annuity mode, and a copy of which is annexed hereto and marked as Annex-A to form part of this Agreement.

(B) Senior Lenders have agreed to finance the Project in accordance with the terms and conditions set forth in the Financing Agreements.

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(C) Senior Lenders have requested the Authority to enter into this Substitution Agreement for securing their interests through assignment, transfer and substitution of the Concession to a Nominated Company in accordance with the provisions of this Agreement and the Concession Agreement.

(D) In order to enable implementation of the Project including its financing, construction, operation and maintenance, the Authority has agreed and undertaken to transfer and assign the Concession to a Nominated Company in accordance with the terms and conditions set forth in this Agreement and the Concession Agreement.

1 DEFINITIONS AND INTERPRETATION

1.1 Definitions

In this Substitution Agreement, the following words and expressions shall, unless repugnant to the context or meaning thereof, have the meaning hereinafter respectively assigned to them:

“Agreement” means this Substitution Agreement and any amendment thereto made in accordance with the provisions contained in this Agreement;

“Financial Default” means occurrence of a material breach of the terms and conditions of the Financing Agreements or a continuous default in Debt Service by the Concessionaire for a minimum period of 3 (three) months;

“Lenders’ Representative” means the person referred to as the Lenders‟ Representative in the foregoing Recitals;

“Nominated Company” means a company, incorporated under the provisions of the Companies Act, 1956, including any re-enactment or amendment thereof, selected by the Lenders‟ Representative, on behalf of Senior Lenders, and proposed to the Authority for assignment/transfer of the Concession as provided in this Agreement;

“Notice of Financial Default” shall have the meaning ascribed thereto in Clause 3.2.1; and

“Parties” means the parties to this Agreement collectively and “Party” shall mean any of the Parties to this Agreement individually.

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1.2 Interpretation

1.2.1 References to Lenders‟ Representative shall, unless repugnant to the context or meaning thereof, mean references to the Lenders‟ Representative, acting for and on behalf of Senior Lenders.

1.2.2 References to Clauses are, unless stated otherwise, references to Clauses of this Agreement.

1.2.3 The words and expressions beginning with capital letters and defined in this Agreement shall have the meaning ascribed thereto herein and the words and expressions used in this Agreement and not defined herein but defined in the Concession Agreement shall, unless repugnant to the context , have the meaning ascribed thereto in the Concession Agreement.

1.2.4 The rules of interpretation stated in Clauses 1.2, 1.3 and 1.4 of the Concession Agreement shall apply, mutatis mutandis, to this Agreement

2 ASSIGNMENT

2.1 Assignment of rights and title

The Concessionaire hereby agrees to assign the rights, title and interest in the Concession to, and in favour of, the Lenders‟ Representative pursuant to and in accordance with the provisions of this Agreement and the Concession Agreement by way of security in respect of financing by the Senior Lenders under the Financing Agreements.

3 SUBSTITUTION OF THE CONCESSIONAIRE

3.1 Rights of substitution

3.1.1 Pursuant to the rights, title and interest assigned under Clause 2.1, the Lenders‟ Representative shall be entitled to substitute the Concessionaire by a Nominated Company under and in accordance with the provisions of this Agreement and the Concession Agreement.

3.1.2 The Authority hereby agrees to substitute the Concessionaire by endorsement on the Concession Agreement in favour of the Nominated Company selected by the Lenders‟ Representative in accordance with this Agreement. For the avoidance of doubt, the Senior Lenders or the Lenders‟ Representative shall not be entitled to operate and maintain the Project as Concessionaire either individually or collectively.

3.2 Substitution upon occurrence of Financial Default

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3.2.1 Upon occurrence of a Financial Default, the Lenders‟ Representative may issue a notice to the Concessionaire (the “Notice of Financial Default”) along with particulars thereof, and send a copy to the Authority for its information and record. A Notice of Financial Default under this Clause 3 shall be conclusive evidence of such Financial Default and it shall be final and binding upon the Concessionaire for the purposes of this Agreement.

3.2.2 Upon issue of a Notice of Financial Default hereunder, the Lenders‟ Representative may, without prejudice to any of its rights or remedies under this Agreement or the Financing Agreements, substitute the Concessionaire by a Nominated Company in accordance with the provisions of this Agreement.

3.2.3 At any time after the Lenders‟ Representative has issued a Notice of Financial Default, it may by notice require the Authority to suspend all the rights of the Concessionaire and undertake the operation and maintenance of the Project in accordance with the provisions of Article 30 of the Concession Agreement, and upon receipt of such notice, the Authority shall undertake Suspension under and in accordance with the provisions of the Concession Agreement .The aforesaid Suspension shall be revoked upon substitution of the Concessionaire by a Nominated Company, and in the event such substitution is not completed within 180 (one hundred and eighty) days from the date of such Suspension, the Authority may terminate the Concession Agreement forthwith by issuing a Termination Notice in accordance with the provisions of the Concession

Agreement; provided that upon written request from the Lenders‟ Representative and the Concessionaire, the Authority may extend the aforesaid period of 180 (one hundred and eighty) days by a period not exceeding 90 (ninety) days. For the avoidance of doubt, the Authority expressly agrees and undertakes to terminate the Concession Agreement forthwith, upon receipt of a written request from the Lenders‟ Representative at any time after 240 (two hundred and forty) days from the date of Suspension hereunder.

3.3 Substitution upon occurrence of Concessionaire Default

3.3.1 Upon occurrence of a Concessionaire Default, the Authority shall by a notice inform the Lenders‟ Representative of its intention to issue a Termination Notice and grant 15 (fifteen) days time to the Lenders‟ Representative to make a representation, stating the intention to substitute the Concessionaire by a Nominated Company.

3.3.2 In the event that the Lenders‟ Representative makes a representation to the Authority within the period of 15 (fifteen) days specified in Clause 3.3.1, stating that it intends to substitute the Concessionaire by a Nominated Company, the Lenders‟ Representative shall be entitled to undertake and complete the substitution of the Concessionaire by a Nominated Company in accordance with the provisions of this Agreement within a period of 180 (one hundred and eighty) days from the date of such representation, and the Authority shall either withhold Termination or undertake Suspension for the aforesaid period of 180 (one hundred and eighty) days; provided that upon written request from the Lenders‟ Representative and the Concessionaire, the Authority shall extend the aforesaid Schedule-R Page - 278

period of 180 (one hundred and eighty) days by a period not exceeding 90 (ninety) days; provided further that the Lenders‟ Representative may at any time withdraw its representation hereunder and upon such withdrawal, the Authority may terminate this Agreement in accordance with the provisions hereof.

3.4 Procedure for substitution

3.4.1 The Authority and the Concessionaire hereby agree that on or after the date of Notice of Financial Default or the date of representation to the Authority under Clause 3.3.2, as the case may be, the Lenders‟ Representative may, without prejudice to any of the other rights or remedies of the Senior Lenders, invite, negotiate and procure offers, either by private negotiations or public auction or tenders for the take over and transfer of the Project including the Concession to the Nominated Company upon such Nominated Company‟s assumption of the liabilities and obligations of the Concessionaire towards the Authority under the Concession Agreement and towards the Senior Lenders under the Financing Agreements.

3.4.2 To be eligible for substitution in place of the Concessionaire, the Nominated Company shall be required to fulfil the eligibility criteria that were laid down by the Authority for shortlisting the qualified applicants for award of the Concession; provided that the Lenders‟ Representative may represent to the Authority that all or any of such criteria may be waived in the interest of the Project, and if the Authority determines that such waiver shall not have any material adverse effect on the Project, it may waive all or any of such eligibility criteria.

3.4.3 Upon selection of a Nominated Company, the Lenders‟ Representative shall request the Authority to:

(a) accede to transfer to the Nominated Company the right to construct, operate and maintain the Project in accordance with the provisions of the Concession Agreement;

(b) endorse and transfer the Concession to the Nominated Company, on the same terms and conditions, for the residual Concession Period; and

(c) enter into a Substitution Agreement with the Lenders‟ Representative and the Nominated Company on the same terms as are contained in this Agreement.

3.4.4 If the Authority has any objection to the transfer of Concession in favour of the Nominated Company in accordance with this Agreement, it shall within 15 (fifteen) days from the date of proposal made by the Lenders‟ Representative, give a reasoned order after hearing the Lenders‟ Representative. If no such objection is raised by the Authority, the Nominated Company shall be deemed to have been accepted. The Authority shall thereupon transfer and endorse the Concession within 15 (fifteen) days of its acceptance/ deemed acceptance of the Nominated Company; provided that in the event of such Schedule-R Page - 279

objection by the Authority, the Lenders‟ Representative may propose another Nominated Company whereupon the procedure set forth in this Clause 3.4 shall be followed for substitution of such Nominated Company in place of the Concessionaire.

3.4.5 The transfer of Concession hereunder to a Nominated Company may, notwithstanding anything to the contrary in this Agreement and the Concession Agreement, be undertaken by transfer of no less than 75% (seventy five percent) of the equity of the Concessionaire to the Nominated Company, and upon such transfer hereunder, the Concessionaire shall be deemed to be the Nominated Company under and in accordance with the provisions of this Agreement and the Concession Agreement.

3.5 Selection to be binding

The decision of the Lenders‟ Representative and the Authority in selection of the Nominated Company shall be final and binding on the Concessionaire. The Concessionaire irrevocably agrees and waives any right to challenge the actions of the Lenders‟ Representative or the Senior Lenders or the Authority taken pursuant to this Agreement including the transfer/assignment of the Concession in favour of the Nominated Company. The Concessionaire agrees and confirms that it shall not have any right to seek revaluation of assets of the Project or the Concessionaire‟s shares. It is hereby acknowledged by the Parties that the rights of the Lenders‟ Representative are irrevocable and shall not be contested in any proceedings before any court or Authority and the Concessionaire shall have no right or remedy to prevent, obstruct or restrain the Authority or the Lenders‟ Representative from effecting or causing the transfer by substitution and endorsement of the Concession as requested by the Lenders‟ Representative.

4 PROJECT AGREEMENTS

4.1 Substitution of Nominated Company in Project Agreements

The Concessionaire shall ensure and procure that each Project Agreement contains provisions that entitle the Nominated Company to step into such Project Agreement, in its discretion, in place and substitution of the Concessionaire in the event of such Nominated Company‟s assumption of the liabilities and obligations of the Concessionaire under the Concession Agreement.

5 TERMINATION OF CONCESSION AGREEMENT

5.1 Termination upon occurrence of Financial Default

At any time after issue of a Notice of Financial Default, the Lenders‟ Representative may by a notice in writing require the Authority to terminate the Concession Agreement

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forthwith, and upon receipt of such notice, the Authority shall undertake Termination under and in accordance with the provisions of Article 31 of the Concession Agreement.

5.2 Termination when no Nominated Company is selected

In the event that no Nominated Company acceptable to the Authority is selected and recommended by the Lenders‟ Representative within the period of 180 (one hundred and eighty) days or any extension thereof as set forth in Clause 3.3.2, the Authority may terminate the Concession Agreement forthwith in accordance with the provisions thereof.

5.3 Realisation of Debt Due

The Authority and the Concessionaire hereby acknowledge and agree that, without prejudice to their any other right or remedy, the Lenders‟ Representative is entitled to receive from the Concessionaire, without any further reference to or consent of the Concessionaire, the Debt Due upon Termination of the Concession Agreement. For realisation of the Debt Due, the Lenders‟ Representative shall be entitled to make its claim from the Escrow Account in accordance with the provisions of the Concession Agreement and the Escrow Agreement.

6 DURATION OF THE AGREEMENT

6.1 Duration of the Agreement

This Agreement shall come into force from the date hereof and shall expire at the earliest to occur of the following events:

(a) termination of the Agreement; or

(b) no sum remains to be advanced and no sum is outstanding to the Senior Lenders, under the Financing Agreements.

7 INDEMNITY

7.1 General indemnity

7.1.1 The Concessionaire will indemnify, defend and hold the Authority and the Lenders‟ Representative harmless against any and all proceedings, actions and third party claims for any loss, damage, cost and expense of whatever kind and nature arising out of any breach by the Concessionaire of any of its obligations under this Agreement or on account of failure of the Concessionaire to comply with Applicable Laws and Applicable Permits.

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7.1.2 The Authority will indemnify, defend and hold the Concessionaire harmless against any and all proceedings, actions and third party claims for any loss, damage, cost and expense arising out of failure of the Authority to fulfil any of its obligations under this Agreement, materially and adversely affecting the performance of the Concessionaire‟s obligations under the Concession Agreement or this Agreement, other than any loss, damage, cost and expense, arising out of acts done in discharge of their lawful functions by the Authority, its officers, servants and agents.

7.1.3 The Lenders‟ Representative will indemnify, defend and hold the Concessionaire harmless against any and all proceedings, actions and third party claims for any loss, damage , cost and expense arising out of failure of the Lenders‟ Representative to fulfil its obligations under this Agreement, materially and adversely affecting the performance of the Concessionaire‟s obligations under the Concession Agreement, other than any loss, damage, cost and expense, arising out of acts done in discharge of their lawful functions by the Lenders‟ Representative, its officers, servants and agents.

7.2 Notice and contest of claims

In the event that any Party hereto receives a claim from a third party in respect of which it is entitled to the benefit of an indemnity under Clause 7.1 or in respect of which it is entitled to reimbursement (the “Indemnified Party”), it shall notify the other Party responsible for indemnifying such claim hereunder (the “ Indemnifying Party”) within 15 (fifteen) days of receipt of the claim and shall not settle or pay the claim without the prior approval of the Indemnifying Party, such approval not to be unreasonably withheld or delayed. In the event that the Indemnifying Party wishes to contest or dispute the claim, it may conduct the proceedings in the name of the Indemnified Party and shall bear all costs involved in contesting the same. The Indemnified Party shall provide all cooperation and assistance in contesting any claim and shall sign all such writings and documents as the Indemnifying Party may reasonably require.

8 DISPUTE RESOLUTION

8.1 Dispute resolution

8.1.1 Any dispute, difference or claim arising out of or in connection with this Agreement which is not resolved amicably shall be decided by reference to arbitration to a Board of Arbitrators comprising one nominee each of the Authority, Concessionaire and the Lenders‟ Representative. Such arbitration shall be held in accordance with the Rules of Arbitration of the International Centre for Alternative Dispute Resolution, New Delhi (the “Rules”) or such other rules as may be mutually agreed by the Parties, and shall be subject to provisions of the Arbitration and Conciliation Act, 1996.

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8.1.2 The Arbitrators shall issue a reasoned award and such award shall be final and binding on the Parties. The place of arbitration shall be the capital of the State and the language of arbitration shall be English.

9 MISCELLANEOUS PROVISIONS

9.1 Governing law and jurisdiction

9.2 Waiver of sovereign immunity

The Authority unconditionally and irrevocably:

(a) agrees that the execution, delivery and performance by it of this Agreement constitute commercial acts done and performed for commercial purpose;

(c) waives any right of immunity which it or its assets, property or revenues now has, may acquire in the future or which may be attributed to it in any jurisdiction; and

9.3 Priority of agreements

In the event of any conflict between the Concession Agreement and this Agreement, the provisions contained in the Concession Agreement shall prevail over this Agreement.

9.4 Alteration of terms

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All additions, amendments, modifications and variations to this Agreement shall be effectual and binding only if in writing and signed by the duly authorised representatives of the Parties.

9.5 Waiver 9.5.1 Waiver by any Party of a default by another Party in the observance and performance of any provision of or obligations under this Agreement:

(a) shall not operate or be construed as a waiver of any other or subsequent default hereof or of other provisions of or obligations under this Agreement;

(b) shall not be effective unless it is in writing and executed by a duly authorised representative of the Party; and

9.5.2 Neither the failure by either Party to insist on any occasion upon the performance of the terms, conditions and provisions of this Agreement or any obligation thereunder nor time or other indulgence granted by a Party to another Party shall be treated or deemed as waiver of such breach or acceptance of any variation or the relinquishment of any such right hereunder.

9.6 No third party beneficiaries

This Agreement is solely for the benefit of the Parties and no other person or entity shall have any rights hereunder.

9.7 Survival

9.7.1 Termination of this Agreement:

(a) shall not relieve the Parties of any obligations hereunder which expressly or by implication survive termination hereof; and

(b) except as otherwise provided in any provision of this Agreement expressly limiting the liability of either Party, shall not relieve either Party of any obligations or liabilities for loss or damage to the other Party arising out of or caused by acts or omissions of such Party prior to the effectiveness of such termination or arising out of such termination

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9.7.2 all obligations surviving the cancellation, expiration or termination of this Agreement shall only survive for a period of 3 (three) years following the date of such termination or expiry of this Agreement.

9.8 Severability

9.9 Successors and assigns This Agreement shall be binding on and shall inure to the benefit of the Parties and their respective successors and permitted assigns.

9.10 Notices

All notices or other communications to be given or made under this Agreement shall be in writing, shall either be delivered personally or sent by courier or registered post with an additional copy to be sent by facsimile or e-mail. The address for service of each Party, its facsimile number and e-mail address are set out under its name on the signing pages hereto. A notice shall be effective upon actual receipt thereof, save that where it is received after 5.30 (five thirty) p.m. on any day, or on a day that is a public holiday, the notice shall be deemed to be received on the first working day following the date of actual receipt. Without prejudice to the foregoing, a Party giving or making a notice or communication by facsimile or e-mail shall promptly deliver a copy thereof personally, or send it by courier or registered post to the addressee of such notice or communication. It is hereby agreed and acknowledged that any Party may by notice change the address to which such notices and communications to it are to be delivered or mailed. Such change shall be effective when all the Parties have notice of it.

9.11 Language All notices, certificates, correspondence and proceedings under or in connection with this Agreement shall be in English.

Schedule-R Page - 285

9.12 Authorised representatives

Each of the Parties shall by notice in writing designate their respective authorised representatives through whom only all communications shall be made. A Party hereto shall be entitled to remove and/or substitute or make fresh appointment of such authorised representative by similar notice.

9.13 Original Document This Agreement may be executed in three counterparts, each of which when executed and delivered shall constitute an original of this Agreement.

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IN WITNESS WHEREOF THE PARTIES HAVE EXECUTED AND DELIVERED THIS AGREEMENT AS OF THE DATE FIRST ABOVE WRITTEN

THE COMMON SEAL OF SIGNED, SEALED AND DELIVERED CONCESSIONAIRE has been affixed for and on behalf of THE AUTHORITY pursuant to the resolution passed by the by: Board of Directors of the Concessionaire at its meeting held on the...... day of ...... 20 ...... hereunto affixed in the presence of...... Director, who has Signed these presents in token thereof and...... , Company Secretary/ Authorised Officer who has countersigned the same in Token therefof£3:

(Signature) (Signature) (Name) (Name) (Designation) (Designation) (Address) (Address) (Fax No.) (Fax No.) (E-mail address) (E-mail address)

SIGNED, SEALED AND DELIVERED

For and on behalf of SENIOR LENDERS by the Lenders‟ Representative

(Signature) (Name) (Designation) (Address) (Fax No.) (E-mail address)

In the presence of: 1. 2.

£To be affixed in accordance with the articles of association of the Concessionaire and the resolution passed by its Board of Directors. Schedule-R Page - 287

SCHEDULE-S

Environmental Management Plan & Environmental Monitoring Plan

Road Specific Environmental Management and Monitoring Plans

Schedule-R Page - 288

ENVIRONMENT MANAGEMENT PLAN FOR KANWAS-KHANPUR AKLERA (SH-74)

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) A. Design and Pre-construction Stage 1. Alignment/Pavement 1.1 Pavement damage and . CBR value of sub grade as per IRC Design Entire stretch MI: Design and Review of detail Covered under Design RPWD inadequate drainage guidelines requirement Embankment raised at number of cross and design documents & preliminary Consultant provisions . Bottom of crust shall be at least 600mm IRC: SP: 19. 8 locations for a length side drains, slab/box drawings and design above HFL to prevent any capillary IRC: 37-2012 of 9.9 km culverts, and Hume comparison with site preparation by action due to black IRC:SP:73-2007 (Supplementary pipes conditions F/S consultant cotton/expansive/cohesive soil Appendix-1) . Raised embankment and provision of PT: Design and Detailed design roadside drainage to prevent damage to For list of bridges numbers are in cost to be borne pavement due to water logging on the and culverts with accordance with site by the road and also inconvenience caused to increased waterways needs Concessionaire . Provision of adequate no. of cross (Supplementary drainage structures. Appendix-2) . Increased (vent and height) in waterway of existing structures. . Roadside drains have been proposed with suitable outfalls. Roadside drains (both sides together) . Additional culverts and bridges Covered=13.4 km . Causeway and submerged bridges to be Unlined=126.4 km replaced with high level bridges

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2. Natural Hazards and Climate Change risks . 2.1 Damage to pavement . Asphalt binder specifications based on IRC 37 2012 for Entire stretch MI: Pavement Review of design preliminary integrity like Rutting, viscosity-grade specifications as per IS flexible pavement Surface and bridge documents and design cost of embrittlement, softening 73-2013 guidelines and IS 15462 2004 design, IRC 81 1997 expansion joints drawings and F/S consultant and migration of liquid for rubber modified binder and polymer for strengthening of during extreme heat comparison with site asphalt. modified binders. flexible pavement conditions Detailed design Thermal expansion in PI: No softening, cost to be borne bridge expansion joints rutting, asphalt by the and paved surfaces migration/thermal Concessionaire expansion of joint

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 2.2 Flooding/Water- . Adequate number of CD structures. IRC:34 Entire stretch. MI: Design and Review of design Covered under Concessionaire RPWD Logging Additional culverts also proposed. Recommendations for numbers of cross & documents and costs for DPR . CD structures designed for 50year return road construction in Embankment raised at side drains, slab/box drawings and consultants and period waterlogged area and 8 locations for a length culverts Hume comparison with site PPTA . Water ways of bridges and culverts IRC: 75 and of 9.9 km pipes, road conditions consultants have been increased. MORT&H guidelines Roadside drains (both embankment height, . Roadside drains also provided for Design of High sides together) design and number . Embankment height raised along low Embankments CD structures with of bridges lying/ potential water logged areas increased vent size . Improvement in existing culverts/ PT: Design and bridges to increase their carrying (Supplementary numbers are in capacity. Appendix-1) accordance with site Covered=13.4 km needs Unlined=126.4 km 2.3 Earthquake . Relevant IS codes shall be adopted in Dislodgement of Entire Stretch MI: Bridges and Review of design F/S consultant, Concessionaire RPWD designing the structures to sustain the superstructure shall Culverts documents and Detailed design magnitude of earthquake be taken as per drawings and cost to be borne corresponding to Seismic zone of the Clause 222 of PT: Design comparison with site by the project area IRC:6. conforms BIS and conditions Concessionaire IRC guidelines 2.4 Drought . The design of foundations and sub- IRC:78-2000 Entire Stretch MI: Sub-structure of Design and drawings Covered under Concessionaire structures shall conform to IRC Standard bridges of foundations, F/S consultant guidelines and MORTH clause Specifications and substructure and cost . Ensure water availability for Code of Practice for PI: Sub-structures superstructure of compaction work and consolidation of Road Bridges are consolidated and structures sub-structure compacted 2.5Forest Fires . Measures to avoid accident followed Design requirement Forest stretches MI: Damage to Covered under Concessionaire by fuel accumulation (Supplementary roadside flora and F/S consultant . Removal of maintenance slash or Appendix-7) spillage /fuel cost management by controlled burning. accumulation . Plant fire-resistant species in RoW induced accident . Thinning slashing during non-dry season PI: Zero incidence . No construction camp within 500m of forest ire 3. Loss of Land and Assets

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 3.1 livelihood loss to . Road improvement work to be The Right to Fair Throughout the MI: Payment of Check LA records; Part of RPWD and RPWD affected persons accommodated within available ROW Compensation and corridor compensation and design drawings vs administrative and implementing NGO to the extent possible. Transparency in assistance to DPs land plans; resettlement costs . Minimize resettlement impact due to Land Acquisition, Bypass proposed for as per RP heavily congested built-up section Rehabilitation And Khanpur congested Interview with . Social Impact Assessment and Resettlement Act, area from Km Number of affected persons Resettlement Plan to be undertaken as 2013 and 32.670 to 37.520 complaints/grievan per national policy and ADB‟ ADB‟s involuntary and realignments at ces related to Check status of guidelines. resettlement policy. some other compensation and employment given  Complete all necessary land and locations resettlement to local people property acquisition procedures prior to Contract Clause for PT: Minimal during construction the commencement of civil work. preference to local number of . Adhere to the Land Acquisition people during complaints/grievan procedures in accordance to RP‟s employment. ces. All cases of Entitlement Framework. resettlement and . Compensation and assistance as per rehabilitation if project Resettlement Plan any are resolved at GRC level. No . Income restoration as per RP case referred to . Preference in employment and petty arbitrator/court. contracts during construction to APs . Constitute GRC as per RP 4. Diversion of Forest Land and Cutting of Trees 4.1 Need for cutting of . Geometric adjustments to minimize tree Forest Conservation Throughout the MI: Number and Review final Covered under RPWD, Design SHAH/Fore trees and diversion of cutting and diversion of forest land Act, 1980 corridor location of design. Check preliminary consultants forest st forest land . Obtain tree cutting permission from Total number of geometric budget provision design department department forest department affected trees=134 adjustments made for compensatory preparation by . Provision for mandatory compensatory to avoid forestland afforestation and F/S consultant afforestation (1:2) for deposit of Forest Land and tree cutting, additional payment to Forestry Department Diversion=nil budget amount plantation. Detailed design . Provision for additional compensatory allocated for cost to be borne plantation on 1: 3 basis to be compensatory by the implemented by concessionaire afforestation and Concessionaire additional plantation (1:3)

PT: Unnecessary tree felling on forest land avoided. Budget allocation is adequate.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 5. Wildlife Movement 5.1 Road design causing . Provision of rumble strip, cautionary and Project Requirement Accident Prone MI: budget Review of bid Covered under RPWD, Design RPWD/CSC accidents of wild animals informatory sign boards near potential Locations=15 allocation for documents and costs for F/S Consultant in and disruption in their wildlife accident locations (for details, please rumble strips, project budget plan Consultant coordination movement . Speed restriction in the sections where refer cautionary and with Forest wildlife movement is reported Supplementary informatory sign Department . Expansion of existing pipe culverts to slab Appendix-10) boards, culverts in areas where wildlife movement PT: Budget is reported adequate to fulfill . Live fencings by thor species the installation of . Solar Street lighting at vulnerable areas recommended facilities and structures 6. Shifting of Utilities 6.1 Disruption of utility . All telephone and electrical poles/wires Project requirement Throughout the MI: Number of Interaction with Included under Concessionaire RPWD services to local and underground cables should be shifted corridor complaints from concerned utility RPWD‟s costs /Contractor/ /CSC community before start of construction local people, authorities RPWD/utility . Necessary permission and payments number, timing and local public company should be made to relevant utility service and type of agencies to allow quick shifting and notifications restoration of utility services issued to local . Local people must be informed through people, time taken appropriate means about the time of to shift utilities shifting of utility structures and potential PT: No. of disruption of services if any complaints should be 0. Minimal time for utility shifting

B. Construction Stage

1.0 Preparatory activities

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2.0 Air Quality

2.1 Dust Generation due . Concessionaire to submit location and MORT&H Throughout project MI: PM10 level Standards CPCB Included in civil Concessionaire RPWD to construction layout plan for storage areas of Specifications for corridor measurements methods works cost /CSC activities and transport, construction materials agreed by CSC Road and Bridge Complaints from Observations storage and handling of . Transport, loading and unloading of loose works locals due to dust Public construction materials and fine materials through covered Air (P and CP) Act consultation vehicles. 1974 and Central PT: PM10 level . Paved approach roads. Motor and Vehicle < 100 g/m3 Review of . Storage areas to be located downwind of Act 1988 Number of monitoring data the habitation area. General Conditions complaints should maintained by . Water spraying on earthworks, unpaved of Bid Document be zero. Concessionaire haulage roads and other dust prone areas. /Contractor . Provision of PPEs to workers.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 2.2 Emission of air . Regular maintenance of The Air (Prevention Asphalt mixing MI: Levels of HC, Standards CPCB Included in civil Concessionaire RPWD pollutants machinery and equipment. and Control of plants, crushers, DG SO2, NO2, and methods works cost /CSC (HC,SO2,NOX,CO etc) . Batching, asphalt mixing plants and Pollution) Act, 1981 sets locations CO. Status of PUC from vehicles due to crushers at downwind (1km) direction (Amended 1987) certificates Review of traffic congestion and use from the nearest settlement. and Rules 1982 monitoring data of equipment and . Only crushers licensed by the PCB shall PT: SO2 and NO2 maintained by machinery be used levels are both less Concessionaire 3 . DG sets with stacks of adequate height than 80ug/m . /Contractor and use of low sulphur diesel as fuel. PUC certificate of . LPG should be used as fuel source in equipment and construction camps instead of wood machinery is upto . Ambient air quality monitoring date . Concessionaire /Contractor to prepare traffic management and dust suppression plan duly approved by RPWD

3.0Noise 3.1 Disturbance to local . All equipment to be timely serviced and Legal requirement Throughout project MI: day and night As per Noise rule, Included in civil Concessionaire RPWD /CSC residents and sensitive properly maintained. Noise Pollution section especially at Noise levels. 2000 works costs receptors due to excessive . Construction equipment and machinery (Regulation and construction sites, Number of noise from construction to be fitted with silencers and Control) Rules, 2000 residential and complaints from Consultation with activities and operation of maintained properly. and amendments identified sensitive local people local people equipment and machinery . Only IS approved equipment shall be thereof locations. used for construction activities. + PT: Zero Review of noise . Timing of noisy construction activities Clause No 501.8.6. Pls refer complaints or no level monitoring shall be done during night time and MORT&H Supplementary repeated data maintained by weekend near schools, Specifications for Appendix-8 for complaints by Concessionaire . Implement noisy operations Road and Bridge information on local people. /Contractor intermittently to reduce the total noise works sensitive receptors. Average day and generated night time noise Observation of . Manage existing traffic to avoid traffic levels are within construction site jams and accumulation of noise beyond permissible limits standards. for work zone areas . Restrict construction near residential,

built up and forest areas construction today light hours. . Honking restrictions near sensitive areas . PPEs to workers . Noise monitoring as per EMoP. 4.0 Land and Soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.3 Borrow area . Obtain EC from SEIAA before opening IRC Guidelines on Borrow sites MI: Existence of Review of design Included in civil Concessionaire RPWD management any new borrow area. borrow areas and location borrow areas in documents and site works cost /CSC . Comply to EC conditions of SEIAA for quarries inappropriate observations . Non-productive, barren lands, upland shall (Environmental unauthorized be used for borrowing earth with the protection Act and locations. Compare site necessary permissions/consents. Rules, 1986; Water Poor borrow area conditions with . Depths of borrow pits to be regulated and Act, Air management EC conditions by sides not steeper than 25%. Act)+Clause practices. SEIAA . Topsoil to be stockpiled and protected for 305.2.2 MORTH Number of use at the rehabilitation stage. Specifications for accidents. . Transportation of earth materials through Road and Complaints from covered vehicles. Bridgeworks local people. Guidelines for . Follow IRC recommended practice for Borrow Areas PT: No case of borrow pits (IRC 10: 1961) for management non-compliance identification of location, its operation and to conditions rehabilitation stipulated by . Borrow areas not to be dug continuously. SEIAA in . To the extent borrow areas shall be sited clearance letter. away from habitated areas. Zero accidents. . Borrow areas shall be levelled with Zero complaints salvaged material or other filling materials which do not pose contamination of soil. No use of black Else, it shall be converted into fish pond. cotton soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.4 Quarry Operations . Aggregates will be sourced from existing Clause No.111.3 New Quarry if MI: Existence of Review of design Included in civil Concessionaire RPWD licensed quarries. MORT&H needed licenses quarry documents, works cost /CSC . Copies of consent/ approval / Specifications for areas from which Concessionaire rehabilitation plan for a new quarry or use Road and Bridge materials to be /Contractor of existing source will be submitted to works Guidelines sourced and documents and site RPWD. VI for Quarry Existence of a observation . The Concessionaire /Contractor will Areas quarry Compliance to EC develop a Quarry Redevelopment plan, as Management redevelopment conditions in case per the Mining Rules of the state and Environmental plan of opening new submit a copy of the approval to EA. Protection Rules quarries . Obtain environmental clearance from PT: Quarry SEIAA in case of opening new quarry license is valid.: No case of non- compliance to consent conditions and air quality meets the prescribed limit

4.5 Compaction of soil . Construction vehicles, machinery, and Design Parking areas, MI: Location of Site observation Included in civil Concessionaire RPWD and impact on quarry haul equipment to be stationed in the requirement Haulage roads and approach and works cost /CSC roads due to movement of designated ROW to avoid compaction. construction yards. haulage roads vehicles and equipment . Approach roads/haulage roads shall be Presence of designed along the barren and hard soil destroyed/compac area to reduce the compaction. ted agricultural . Transportation of quarry material to the land or land dumping site through heavy vehicles shall which has not be be done through existing major roads to restored to its the extent possible to restrict wear and tear original to the village/minor roads. condition . Land taken for construction camp and PT: Zero other temporary facility shall be restored occurrence of to its original conditions destroyed/compac ted land and undestroyed land

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.6 Contamination of soil . Construction vehicles and equipment Design Fuelling station, MI: Quality of Site observation Included in civil Concessionaire RPWD due to leakage/ spillage of will be maintained and refuelled in such a requirement construction sites, soil near storage work cost. /CSC oil, bituminous and non fashion that oil/diesel spillage does not and construction area bituminous debris contaminate the soil. camps and disposal Presence of generated from demolition . Fuel storage and refueling sites to be kept location. spilled oil or and road construction away from drainage channels. bitumen in project . Unusable debris shall be area dumped in ditches and low lying areas. . To avoid soil contamination Oil- Interceptors shall be provided at wash PT: Soil test down and refueling areas. conforming to no . Waste oil and oil soaked cotton/ cloth –contamination. shall be stored in containers labelled No sighting of „Waste Oil‟ and „Hazardous‟ sold off to spilled oil or MoEF/SPCB authorized vendors bitumen in . Non-bituminous wastes to be dumped in construction site borrow pits with the concurrence of or camp site landowner and covered with a layer of topsoil conserved from opening the pit. . Bituminous wastes will be disposed off in an identified dumping site approved by the State Pollution Control Board

5.0 Water Resources 5.1 Sourcing of water . Requisite permission shall be obtained for CGWA Guidelines Throughout the MI: Approval Checking of Included in civil Concessionaire RPWD during Construction abstraction of groundwater from Central Project section from competent documentation work cost /CSC Groundwater Authority. authority . Arrangements shall be made by the Complaints from Concessionaire /Contractor that the Check Dam at local people on Talk to local water availability and supply to nearby suitable locations water availability people communities remain unaffected. . Water intensive activities not to be PT: Valid undertaken during summer season. approval from . Provision of water harvesting structure to competent augment groundwater condition in the authority. Zero area complaints from local people.

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PT: Existence of proper drainage system. No water logging in project area

5.3 Alteration in surface Design Near all drainage MI: Proper flow Review of design Included in civil Concessionaire RPWD . Existing drainage system to be maintained water hydrology and further enhanced. requirement, channels, river/ of water in documents works cost /CSC . Provision shall be made for adequate size Clause No nallah crossings etc. existing streams and number of cross drainage structures 501.8.6. and rivers Site observation esp. in the areas where land is sloping MORT&H towards road alignment. Specifications for Road and BridgePT : No complain . Road level shall be raised above HFL of water shortage level wherever road level is lesser than by downstream HFL. communities. No . Culverts reconstruction shall be done record of during lean flow period. In some cases overtopping/ these minor channels may be diverted for water logging a very short period (15-30 days) and will be bring back to its original course immediately after construction.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 5.4 Siltation in water . Embankment slopes to be modified Design Near all water MI: Presence Field observation Included in civil Concessionaire RPWD bodies due to suitably to restrict the soil debris entering requirement, bodies /waterway /absence of works cost /CSC construction activities water bodies. ClauseNo501.8.6. (Supplementary siltation in rivers, /earthwork . Provision of Silt fencing shall be made at MORT&H Appendix-9) streams, ponds water bodies. Specifications and other water . Silt/sediment should be collected and for Road and bodies in project stockpiled for possible reuse as surfacing Bridgeworks area. Turbidity of slopes where they have to be re- test levels vegetated. Worldwide best . Earthworks and stone works to be practices PT: No records of prevented from impeding natural flow of siltation due to rivers, streams and water canals or project activities. existing drainage system. Surface water . Retaining walls at water bodies /ponds to quality tests avoid siltation near ponds confirm to turbidity and TSS limit 5.5 Deterioration in . No vehicles or equipment should be The Water Water bodies, MI: Water quality Conduction of Included in civil Concessionaire RPWD Surface water quality parked or refueled near water-bodies, so (Prevention and refueling stations, of ponds, streams, water quality tests works cost /CSC due to leakage from as to avoid contamination from fuel and Control of construction camps. rivers and other as per the vehicles and equipments lubricants. Pollution) Act, water bodies in monitoring plan and waste from . Oil and grease traps and fuelling 1974 and project construction camps. platforms to be provided at re-fuelling amendments Field observation locations. thereof. Presence of oil . All chemicals and oil shall be stored away floating in water from water and concreted platform with bodies in project catchment pit for spills collection. area . All equipment operators, drivers, and warehouse personnel will be trained in PT: Surface water immediate response for spill quality meets containment and eventual clean-up. freshwater quality Readily available, simple to understand standards and preferably written in the local prescribed by language emergency response procedure, CPCB including reporting, willbe provided by the Concessionaire /Contractors. . Construction camp to be sited away from water bodies. . Wastes must be collected, stored and taken to approve disposal site only. . Water quality shall be monitored

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6.1 Vegetation loss due to . Restrict tree cutting upto toe line Forest Throughout Project MI: ROW width Review of relevant Mandatory Mandatory RPWD site preparation and considering safety to road users. Conservation corridor Number of trees documents – tree Compensatory Compensatory /CSC construction activities . Roadside trees to be removed with prior Act1980 for felling cutting permit, afforestation plantation by approval of competent authority. + Estimated No. of Compensatory compensatory cost is included forest Department . Mandatory compensatory plantation at 1:2 IRC:SP:21 and affected tree=134 plantation plan plantation plan. in project costs and additional basis by Forestry Department IRC:SP:66 Number of trees and additional under RPWD. plantation by the . Additional plantation on 1:3 basis as per Additional replanted. plantation strategy Concessionaire the IRC guidelines to be carried out by Plantation on1:3 Additional concessionaire basis PT: Additional Field observations compensatory . Regular maintenance trees planted. compensatory afforestation . Provision of LPG in construction camp as afforestation done costs included in fuel source to avoid tree cutting. on a 1:3 basis by civil works costs . Plantation of trees on both sides of the road concessionaire. where technically feasible. Trees should be offset 1m back from the ultimate edge of the roadway to prevent safety hazard and provide adequate sight distance. . Integrate vegetation management (IVM) with the carriage way completely clear of vegetation. . Controlled use of pesticides/ fertilizers

7.0Construction Camps 7.1 Impact associated . All camps should be established Design Requirement All construction MI: Location of On site observation Included in civil Concessionaire RPWD with location with prior permission from PCB. Camps The Water camps campsites and works cost and EO /CSC to maintain minimum distance from (Prevention and distance from Interaction with following: Control of habitation, forest workers and local # 500 m from habitation Pollution) areas, water community # 500 m from forest areas where possible Act,1974and its bodies, through # 500 m from water bodies where possible amendments traffic route and # 500 m from through traffic route thereof construction # 500 m from identified wildlife crossing camps areas PT: Distance of campsite is less than 500m from listed locations

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.2 Worker‟s Health in . The location, layout and basic facility The Building and All construction MI: Camp health Camp records Part of the civil Concessionaire RPWD construction camp provision of each labor camp will be Other Construction camps records works costs /CSC submitted to CSC and approved b EA. The workers Site observation Concessionaire /Contractor will maintain (Regulation of Existence of necessary living accommodation and Employment and proper first aid kit Consultation with ancillary facilities in hygienic manner. Conditions of in camp site Concessionaire . Adequate water and sanitary latrines with service) Act 1996 /Contractor septic tanks with soak pits shall be and The Water Complaints from workers and local provided. (Prevention and workers. people living . Preventive medical facilities in camp Control of nearby . Waste disposal facilities such as dust bins Pollution) PT: No record of must be provided in the camps and regular Act,1974 and illness due to disposal of waste The Concessionaire amendments unhygienic /Contractor will take all precautions to thereof conditions or protect the workers from insect and pest to vectors. Zero reduce the risk to health. This includes the cases of STD. use of insecticides which should comply Clean and tidy with local regulations. camp site . No liquor or prohibited drugs will be conditions. imported to, sell, give and barter to the workers of host community. . Awareness raising to immigrant workers/local community on communicable and sexually transmitted diseases. 8.0 Management of Construction Waste/Debris 8.1 Selection of . Concessionaire /Contractor to submit a Design At all MI: Location of Field survey and Included in civil Concessionaire RPWD Dumping Sites waste/spoil disposal plan and get it Requirement, dumping/disposal dumping sites interaction with works cost. . /CSC approved by CSC and EA. MORT&H sites Number of public local people. . Create controlled dumping sites with a guidelines and complaints. Review of consent non-permeable lining incorporated in the General Conditions letter pit design to avoid leach ate seepage into of Contract PT: No public the soil, which may later affect ground Document complaints. water quality Consent letters for . Unproductive/wastelands shall be selected all dumping sites for dumping sites away from residential available with areas and water bodies Concessionaire . Dumping sites must be having adequate /Contractor capacity equal to the amount of debris generated. . Public perception and consent from the village Panchayats has to be obtained before finalizing the location.

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9.0Traffic Management and Safety

9.1 Management of . Traffic Management Plan shall be Design requirement Throughout the project MI: Traffic Review traffic Included in civil Concessionaire RPWD existing traffic and submitted by the Concessionaire and corridor especially at management plan. management plan works cost. /CSC safety /Contractor and approved by the CSC. IRC: SP: 27 -1984, intersections. Presence/ absence Field observation of . The traffic control plans shall contain Report Containing of safety signs, traffic management details of diversions; traffic safety Recommendation of traffic and safety system arrangements during construction; safety IRC Regional demarcations, flag measures for night time traffic and Workshops on men etc. on site. Interaction with precautions for transportation of Highway Safety Complaints from people in vehicles hazardous materials. Timing and IRC:SP: 32 -1988 road users. using the road scheduling to be done so that Road Safety for No of accidents transportation of dangerous goods is done Children (5-12 PT: No complaints. during least number of people and other Years Old) in No accidents due to vehicles on the road. Construction Zones poor traffic . The Concessionaire /Contractor will IRC:SP:55-2014 management. Traffic ensure that the diversion/detour is always signs, demarcation maintained in running condition, lines etc. present in appropriate locations Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 305

. On stretches where it is not possible to The Building and pass the traffic on the part width of other Construction existing carriageway, temporary paved workers Act 1996 diversions will be constructed. and Cess Act of . Restriction of construction activity to only 1996 Factories Act one side of the existing road 1948+Section 6 of . The Concessionaire/ Contractor shall Employer‟s inform local community of changes to Requirement of Bid traffic routes, and pedestrian access Document arrangements with assistance from “Independent Engineer”. . Use of adequate signage‟s to ensure traffic management and safety. Conduct of regular safety audit on safety measures. 9.2 Pedestrians, . Temporary access and diversion, with Same as above Near habitation on MI: Presence/ Field observation Included in civil Concessionaire RPWD animal proper drainage facilities. both sides of absence of access Interaction with works cost. /CSC movement . Access to the schools, temples and other schools, temples, routes for local people public places must be maintained when hospitals, pedestrians. Road construction takes place near them. graveyards, signage Number . Fencing wherever animal movement is construction sites, of complaints expected. haulage roads, from local people . Large number of box culverts has been diversion sites. proposed. .All structures having vertical PT: Easy access to clearance above 2m and not catering to schools, temples perennial flow of water may serve as and public places. underpass for animals Zero complaints

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 9.3 Safety of Workers and . Concessionaire /Contractors to Same as above Construction sites MI: Availability of Site observation Included in civil Obligation of RPWD accident risk from adopt and maintain safe working Safety gears to works cost Concessionaire /CSC construction activities practices. workers Review records on . Usage of fluorescent and retro refectory safety training and signage, in local language at the Safety signage accidents construction sites Training records . Training to workers on safety on safety Interact with procedures and precautions. construction . Mandatory appointment of safety Number of safety workers officer. related accidents . All regulations regarding safe scaffolding, ladders, working PT: Zero fatal platforms, gangway, stair wells, accidents. Zero or excavations, trenches and safe means of minor non-fatal entry and egress shall be complied with. accidents. . Provision of PPEs to workers. . Provision of a readily available first aid unit including an adequate supply of dressing materials. . The Concessionaire/Contractor will not employ any person below the age of 18years . Use of hazardous material should be minimized and/or restricted. . Emergency plan (to be approved by Independent Engineer) shall be prepared to respond to any accidents or emergencies. . Accident Prevention Officer must be appointed by the Concessionaire /Contractor.

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10 Site restoration and rehabilitation 10.1 Clean-up . Concessionaire /Contractor will prepare Project requirement Throughout the MI: Condition of Site observation Included in civil Concessionaire RPWD Operations, site restoration plans, which will be project corridor, camp, borrow works cost. /CSC Restoration and approved by the „Independent Engineer‟. construction camp areas and Interaction with Rehabilitation . The clean-up and restoration operations are sites and borrow construction sites, locals to be implemented by the Concessionaire areas Presence/ absence /Contractor prior to demobilization. of construction Issue completion . All construction zones including river- material/debris certificate after beds, culverts, road-side areas, camps, hot after completion restoration of all mix plant sites, crushers, batching plant of construction sites are found sites and any other area used/affected by works on site. satisfactory the project will be left clean and tidy, to the PT: Clean and satisfaction of the Environmental officer. tidy sites. No trash . All the opened borrow areas will be or debris left on rehabilitated and Independent Engineer site. Site restored will certify and leveled.

C. Operation and Maintenance stage 2. 1. Wildlife Movement

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PT: minimum vehicle – animal collisions. No of consultation done with forest department

3. 2. Air Quality

2.1 Air pollution due to . Roadside tree plantations shall be Environmental Throughout the MI: Ambient air As per CPCB Included in RPWD due to vehicular maintained at least with 70% survival Protection Act, Corridor quality requirements operation / movement rate. 1986; The Air (PM10, CO,SO2 maintenance cost . Regular maintenance of the road will be (Prevention and NO2) done to ensure good surface condition Control of Pollution) Site inspection . Ambient air quality monitoring. If Act, 1981 PT: Levels are monitored parameters exceeds equal to or below prescribed limit, suitable control baseline levels measures must be taken. given in the IEE . Signages shall be provided reminding report them to properly maintain their vehicles to economize on fuel consumption. . Enforcement of vehicle emission rules in coordination with transport department or installing emission checking equipments

Schedule S Highway1: Kanwas-Aklera (SH-74)

Page - 309

3.1 Noise due to . Effective traffic management and good Noise Pollution Sensitive receptors MI: Noise levels Noise monitoring Included in RPWD movement of riding conditions shall be maintained (Regulation and as identified in IEE lo cations. as per noise rules operation / traffic . Speed limitation to 20 km/hour and Control) ,2000 maintenance cost honking restrictions near sensitive Rules,2000 and PT: Levels are receptors amendments equal to or below . Construction of noise barriers near thereof baseline levels Discussion with sensitive receptors with consent of local given in the IEE people at sensitive community report receptor sites . The effectiveness of the multi layered plantation should be monitored and if need be, solid noise barrier shall be placed. . Create awareness amongst the residents about likely noise levels from road operation at different distances, the safe ambient noise limits and easy to implement noise reduction measures while constructing a building near road.

4. Land and Soil 4.1 Soil erosion at . Periodic checking to be carried to assess Project At bridge locations MI: Existence of On site Included in RPWD embankment during the effectiveness of the stabilization requirement and embankment soil erosion sites observation operation / heavy rainfall. measures viz. turfing, stone pitching, slopes and other Number of soil maintenance cost river training structures etc. probable soil erosion sites . Necessary measures to be followed erosion areas. wherever there are failures PT: Zero or minimal occurrences of soil erosion 5. Water resources/Flooding and Inundation 5.1 Siltation . Regular checks shall be made for soil Project requirement Near surface Water MI: Water quality Site observation Included in RPWD erosion and turfing conditions for its bodies operation / effective maintenance. PT: No turbidity of maintenance cost surface water bodies due to the road Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 310

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 311

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.2 Accident risks . Traffic control measures, including IRC:SP:55-2014 Throughout the MI: Number of Review accident Included in associated with traffic speed limits, will be enforced strictly. Project route accidents records operation / movement. . Further encroachment of squatters Conditions and maintenance cost RPWD within the ROW will be prevented. existence of safety Site observations . Monitor/ensure that all safety provisions signs, rumble strips included in design and construction etc. on the road phase are properly maintained Presence/absence of . Highway patrol unit(s) for round the sensitive receptor clock patrolling. Phone booth for structures inside the accidental reporting and ambulance stipulated planning services with minimum response time line as per relevant for rescue of any accident victims, if local law possible. . Tow-way facility for the breakdown PT: Fatal and non vehicles if possible. fatal accident rate is reduced after improvement

7.3.Transport of . Existence of spill prevention and control - Throughout the MI: Status of Review of spill Included in RPWD Dangerous Goods and emergency responsive system project stretch emergency system – prevention and operation / . Emergency plan for vehicles carrying whether operational emergency response maintenance cost hazardous material or not plan Spill accident PT: Fully functional records emergency system

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SUPPLEMENT TO EMP Supplementary Appendix-1: Road Sections Proposed For Raising of Embankment

CHAINAGES Length S. No remarks FROM TO (m) 1 1.750 3.970 2.220 local drainage problem 2 12.340 14.320 1.980 Ponding of water 3 26.120 26.520 0.400 back water of Ujad and kharand river 4 27.920 28.420 0.500 local deep 5 42.520 43.620 1.100 local ponding of water 6 53.320 54.520 1.200 local ponding of water 7 59.320 60.620 1.300 local ponding of water 8 63.230 65.020 1.790 grade improvement 9 73.500 74.700 1.200 back water of chhapi river Total Length 11.690

Supplementary Appendix-2: CD Structures with Increased Waterways (Vent Size and Height)

S. Design Existing structure Existing Proposed Proposed Length Raised Vent size Remarks No Ch. Km Type span structure span (m) height increased ? ? 1 0.785 Vented Causeway 7x0.90 dia; Minor bridge 5 x 6 x 2.5 37 YES YES Reconstruction 44m length 2 0.890 Flush Causeway 50m length Minor bridge 5 x 6 x 2.5 37 YES YES Reconstruction 3 3.850 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 4 4.828 Pipe culvert 1x0.45 dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 4.5m length 5 5.237 Slab culvert 3x2x 1.5 Slab culvert 1 x 6 x 2 13 YES NO Reconstruction 6 5.357 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 7 7.257 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 8 8.073 Minor Bridge 3x2.10x1.6 Minor Bridge 2 x 6 x 2.50 19 YES YES Reconstruction 9 8.363 Minor Bridge 5x2.10x1.1 Minor Bridge 2 x 6 x 2.50 19 YES YES Reconstruction 10 8.960 Minor Bridge 7x2.10x0.9 Minor Bridge 4 x 7 x 2.5 35 YES YES Reconstruction 11 9.512 Slab culvert - Slab culvert 1 x 3 x 1.5 9 YES YES New 12 10.310 Stone Arch Bridge 2x3.20x2.75 Minor bridge 2 x 7 x 3.50 24 YES YES Reconstruction 13 11.655 Slab Drain - Slab culvert 1 x 1.850 x 6.2 YES YES New 1 14 11.922 Pipe culvert 1x0.6 dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 10.50 length 15 12.360 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 16 12.460 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 17 12.666 Minor Bridge 2x3.9x2 Minor bridge 2 x 7 x 3.00 23 YES YES Reconstruction 18 13.385 Pipe culvert 2x0.6 dia; Slab culvert 1 x 2 x 2 9 YES YES Reconstruction 20m length 19 13.568 Stone Arch Bridge 3x3.8x2.6 Minor bridge 3 x 10 x 4 45 YES YES Reconstruction

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 313

S. Design Existing structure Existing Proposed Proposed Length Raised Vent size Remarks No Ch. Km Type span structure span (m) height increased ? ? 20 14.440 Major Bridge existing major Bridge 23 x 24.15 565.8 YES YES Recently Vented Constructed by causeway PWD 21 15.832 Slab culvert 1x3x2 Slab culvert 1 x 5 x 5 20 YES YES Reconstruction 22 17.550 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 23 17.850 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 24 18.550 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 25 20.520 Vented Causeway 4x0.9 dia; Minor bridge 3 x 5 x 2 21 YES YES Reconstruction 96.0m length 26 23.115 Pipe culvert 1x0.9 dia & Slab culvert 1 x 5 x 2 12 YES YES Reconstruction 2x0.6 dia; 15.50 length 27 23.278 Stone Slab culvert 1x2.3x1.5 Slab culvert 1 x 5 x 2 12 YES YES Reconstruction 28 24.303 Slab culvert - Slab culvert 1 x 1 x 1.7 8 YES YES New 29 25.180 Stone Arch Bridge 3x5.4x2.3 Minor bridge 6 x 10 x 5 60 YES YES Reconstruction 30 25.900 Vented Causeway 12x1.20 dia; Minor bridge 7 x 7 x 4 58 YES YES Reconstruction 81.0m length 31 26.250 Vented Causeway 4x1.0 dia; Minor bridge 4 x 6 x 2.5 34 YES YES Reconstruction 30.0 m length 32 27.855 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 33 28.255 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 34 30.350 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 35 33.245 Flush Causeway - Pipe culvert 2 x 1.2 2.96 YES YES Reconstruction 36 33.610 Flush Causeway - Slab culvert 1 x 1 x 2.5 9.5 YES YES Reconstruction 37 33.723 Pipe culvert 4x1.0 dia; Slab culvert 1 x 6 x 3.8 18 YES YES Reconstruction 22.0 m length 38 37.735 Flush Causeway - Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 39 38.065 Flush Causeway - Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 40 39.011 Flush Causeway - Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 41 39.265 Pipe culvert 1x0.30dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 20.0m length 42 40.125 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 43 41.896 Pipe culvert 1x0.60dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 3.0m length 44 43.500 Slab culvert 1x4.2x1.3 Slab culvert 1 x 5 x 1.50 10.5 YES YES Reconstruction 45 43.815 Slab culvert 1x4.2x1.6 Slab culvert 1 x 5 x 1.5 10.5 YES YES Reconstruction 46 45.790 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 47 46.130 Pipe culvert 1x0.6dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 3.20m length 48 47.840 pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 49 48.440 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 50 48.840 Flush Causeway - Slab culvert 1 x 3 x 1.5 8 YES YES Reconstruction 51 49.868 Pipe culvert 2x0.30dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 3.50m length 52 50.165 Slab culvert 1x4x1.9 Slab culvert 1 x 5 x 2 12.5 NO YES Reconstruction 53 50.204 Minor Bridge 2x7.7x4.3 Minor Bridge 2 x 8 x 4.30 26 NO YES Reconstruction Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 314

S. Design Existing structure Existing Proposed Proposed Length Raised Vent size Remarks No Ch. Km Type span structure span (m) height increased ? ? 54 53.268 Pipe culvert 1x0.30dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 1.2m length 55 54.685 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 56 55.235 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 57 55.560 Pipe culvert 1x0.3dia; Pipe culvert 1 x 1.2 1.45 YES YES Reconstruction 3.40m length 58 56.145 Slab culvert 1x2.6x1.8 Slab culvert 1 x 3 x 1.80 9.2 YES YES Reconstruction 59 56.785 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 60 58.065 Vented Causeway 2x0.9dia; Slab culvert 1 x 3 x 1.5 8.2 YES YES Reconstruction 60.0m length 61 58.335 Slab culvert - Slab culvert 1 x 5 x2.7 14 YES YES New 62 58.835 Flush Causeway - Slab culvert 1 x 5 x 2.5 14 YES YES Reconstruction 63 58.985 Flush Causeway - Slab culvert 1 x 3 x 2.5 12.5 YES YES Reconstruction 64 59.682 Pipe culvert 2x0.9dia; Slab culvert 1 x 5 x 1.5 11.5 YES YES Reconstruction 30.0m length 65 59.875 Pipe culvert 1x0.9dia; Slab culvert 1 x 3 x 1.5 8.5 YES YES Reconstruction 10.0m length 66 61.385 Slab culvert - Slab culvert 1 x 5 x 1.50 11 YES YES New 67 62.605 Slab Drain - Slab culvert 1 x 2 x 1 7.5 YES YES New 68 67.695 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 69 70.630 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 70 71.580 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 71 73.785 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New 72 74.470 Pipe culvert - Pipe culvert 1 x 1.2 1.45 YES YES New

Supplementary Appendix-3: Speed Restricted Sections

Chainage Sr. No. Length (m) Speed Town From To 1 0.320 1.920 1600 30 Kanwas 2 11.320 12.120 800 30 Kalyakhedi 3 15.720 16.170 450 40 Ummedpura 4 18.670 21.520 2850 30 Panwad 5 28.820 29.320 500 30 Kalareva 6 49.170 49.470 300 40 Sarola Kalan 7 57.770 58.420 650 40 - 8 69.670 69.820 150 30 Hanauti 9 76.220 76.470 250 30 Arnia \ Supplementary Appendix-4: Location and Length for Crash Barriers

S. Chainage length S. Chainage length Chainage length S. No No From to in m No From to in m From to in m 1 0.757 0.814 57.000 36 25.135 25.225 90.000 71 50.179 50.229 50.000

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 315

2 0.862 0.919 57.000 37 25.385 25.395 10.000 72 50.930 50.940 10.000 3 2.545 2.565 20.000 38 25.717 25.727 10.000 73 52.363 52.373 10.000 4 3.293 3.308 15.000 39 25.856 25.944 88.000 74 53.263 53.273 10.000 5 3.845 3.855 10.000 40 26.218 26.283 65.000 75 54.680 54.690 10.000 6 4.210 4.220 10.000 41 27.850 27.860 10.000 76 55.230 55.240 10.000 7 4.823 4.833 10.000 42 28.250 28.260 10.000 77 55.555 55.565 10.000 8 5.226 5.249 23.000 43 29.817 29.827 10.000 78 56.130 56.160 29.200 9 5.352 5.362 10.000 44 30.345 30.355 10.000 79 56.780 56.790 10.000 10 7.252 7.262 10.000 45 30.935 30.945 10.000 80 58.051 58.079 28.200 11 7.850 7.860 10.000 46 32.854 32.868 14.000 81 58.315 58.355 40.000 12 8.054 8.093 39.000 47 33.240 33.250 10.000 82 58.815 58.855 40.000 13 8.344 8.383 39.000 48 33.598 33.622 24.000 83 58.970 59.000 30.000 14 8.933 8.988 55.000 49 33.704 33.742 38.000 84 59.667 59.697 30.000 15 9.500 9.525 25.000 50 37.730 37.740 10.000 85 59.863 59.888 25.000 16 10.288 10.332 44.000 51 38.060 38.070 10.000 86 60.724 60.746 22.000 17 11.645 11.665 20.000 52 39.006 39.016 10.000 87 61.373 61.398 25.000 18 11.917 11.927 10.000 53 39.260 39.270 10.000 88 62.593 62.618 25.000 19 12.355 12.365 10.000 54 40.120 40.130 10.000 89 63.919 63.949 30.000 20 12.455 12.465 10.000 55 40.453 40.473 20.000 90 64.543 64.573 30.000 21 12.645 12.688 43.000 56 40.896 40.909 13.000 91 64.759 64.761 2.000 22 13.371 13.400 29.000 57 41.891 41.901 10.000 92 66.549 66.559 10.000 23 13.533 13.603 70.000 58 42.024 42.034 10.000 93 66.992 67.009 17.000 24 15.812 15.852 40.000 59 43.487 43.513 25.500 94 67.690 67.700 10.000 25 17.545 17.555 10.000 60 43.802 43.828 25.500 95 67.965 67.975 10.000 26 17.845 17.855 10.000 61 45.785 45.795 10.000 96 68.748 68.760 12.000 27 18.545 18.555 10.000 62 46.125 46.135 10.000 97 69.296 69.308 12.000 28 18.728 18.753 25.000 63 46.260 46.270 10.000 98 70.625 70.635 10.000 29 20.498 20.543 45.000 64 46.583 46.601 18.000 99 71.575 71.585 10.000 30 20.640 20.685 45.000 65 47.835 47.845 10.000 100 72.694 72.706 12.000 31 21.339 21.349 10.000 66 48.435 48.445 10.000 101 73.458 73.468 10.000 32 21.773 21.783 10.000 67 48.830 48.850 20.000 102 73.780 73.790 10.000 33 23.098 23.133 35.000 68 48.953 48.963 10.000 103 74.465 74.475 10.000

34 23.261 23.296 35.000 69 49.863 49.873 10.000 Total Length for CB=921.00 35 24.293 24.313 20.000 70 50.153 50.178 25.000 Note: 4 Nos. of object markers are proposed at all the same locations as above. Hence the total Nos. of object markers =103*4=412

Supplementary Appendix-5: Location of Speed Breakers Sr No Chainage Remarks Sr No Chainage Remarks 1 0.400 Kanwas 26 37.470 Khanpur 2 1.900 Kanwas 27 38.400 Vivekanand School Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 316

3 3.425 Toll Plaza 28 38.500 Vivekanand School 4 3.475 Toll Plaza 29 41.250 5 5.700 30 42.050 6 6.350 31 45.700 Sarola khurd 7 8.900 School 32 46.050 Sarola khurd 8 8.970 School 33 49.450 Sarola kalan 9 11.550 Dhulet 34 50.740 Sarola kalan 10 12.150 Dhulet 35 53.270 Toll 11 15.750 Ummedpura 36 53.370 Toll 12 16.550 Ummedpura 37 54.350 13 18.640 Panwad 38 57.600 14 20.170 Panwad 39 57.700 15 23.930 Dahikheda 40 58.020 16 25.150 Dahikheda 41 61.500 Taraj 17 27.200 Kethuni 42 62.550 Taraj 18 27.530 Kethuni 43 62.650 Taraj 19 28.800 Kalareva 44 62.800 Taraj 20 29.150 Kalareva 45 67.670 Hanoti 21 32.700 Khanpur Bypass 46 67.850 Hanoti 22 35.170 Khanpur Bypass 47 68.550 School 23 35.220 Khanpur Bypass 48 68.600 School 24 35.330 Khanpur Bypass 49 74.590 Arnia School 25 35.370 Khanpur Bypass 50 74.630 Arnia School

Supplementary Appendix-6: Location and Length of Road Studs Chainage Chainage S. No. Length (m) S. No. Length (m) From To From To 1 0.000 0.100 100.00 20 32.600 32.750 150.00 2 0.800 1.000 200.00 21 37.400 37.600 200.00 3 1.070 1.150 80.00 22 39.600 39.800 200.00 4 1.700 1.800 100.00 23 40.100 40.200 100.00 5 3.700 3.900 200.00 24 42.250 42.350 100.00 6 5.350 5.500 150.00 25 48.300 48.600 300.00 7 8.900 9.000 100.00 26 49.100 49.400 300.00 8 10.400 10.500 100.00 27 55.300 55.400 100.00 9 11.980 12.100 120.00 28 57.400 57.700 300.00 10 20.450 20.550 100.00 29 63.850 64.000 150.00 11 21.800 21.900 100.00 30 64.650 64.800 150.00 12 25.100 25.200 100.00 31 65.350 65.600 250.00 13 25.750 25.850 100.00 32 66.000 66.200 200.00 14 27.400 27.500 100.00 33 67.150 67.300 150.00 15 29.100 29.270 170.00 34 68.150 68.300 150.00 16 29.750 29.850 100.00 35 71.300 71.500 200.00 17 30.050 30.150 100.00 36 72.800 73.000 200.00 18 30.350 30.450 100.00 37 74.500 74.700 200.00 19 30.700 30.900 200.00 38 74.750 74.800 50.00

Supplementary Appendix-7: Details of Forests along the Project Road

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 317

Tentative Sl Length Forest block and Type Side to road from Chainage Village No of Forest Kanwas To Aklera FROM TO (km) 1 0.1 0.6 0.50 Kanwas Kanwas (RF) Left (near to Road) 2 13.300 14.300 1.00 Dhoolet near Kalisindh river Dhoolet (PF) Both Sides 3 25.500 25.600 0.10 Dahikhera Rari Jhagra (PF) RHS touching ROW 4 46.400 48.050 1.65 Near Sarola Khurd Hathola Khurd (PF) RHS touching ROW 5 54.300 55.600 1.30 Near Baldeopura( Taraj) Bhutardawas (PF) RHS touching ROW 6 63.900 65.950 2.05 Taraj Malanwasa Taraj (PF) Both Sides 7 70.250 71.450 1.20 Near. Poli, Arnia Kotda Dayal Bheel (PF) Both Sides

Supplementary Appendix-8: List of Noise Sensitive Receptors Ch. Noise Sensitive Distance Distance Side Physical S. No Km Receptors (Boundary wall) (Main Structure) (Left/Right Impact? 1 0.418 school - 11.5 RHS No 2 1.150 school 6 9 RHS Partial 3 1.339 school - 5.94 RHS Partial 4 5.764 school - 26.11 RHS No 5 5.950 school 10.76 21 RHS No 6 8.920 school 8.8 15 RHS No 7 18.900 Hospital - 18.38 RHS No 8 19.111 school - 10.9 LHS No 9 19.111 school - 10.58 RHS No 10 19.212 school - 7.72 RHS No 11 24.950 school 24.2 40 RHS No 12 28.970 school 14 30 RHS No 13 32.500 school - 42.24 LHS No 14 38.450 school 9.7 24 LHs No 15 41.250 school 16.71 36 RHS No 16 45.710 school - 17.2 LHS No 17 54.582 school - 39.9 RHS No 18 62.620 Hospital 15.5 40 RHS No 19 66.185 School - 26.37 RHS No 20 67.681 School 11.08 - LHS No 21 68.560 School - 15.71 RHS No 22 74.618 School - 17.3 LHS No

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Supplementary Appendix-9: List of Water Bodies/Waterways along the Project Road

Distance from Type of Water Side Perennial / Non S. No Ch. Km Centre body /Water ways (Left/Right) perennial Line(m)

1 0.785 Aru River 0.000 Crossing Non perennial 2 0.890 Aru River 0.000 Crossing Non perennial 3 14.445 Kali sindh River 0.000 Crossing Perennial 4 25.900 Ujad River 0.000 Crossing Non perennial 5 26.250 Kharand River 0.000 Crossing Non perennial 6 63.934 Pond 0.000 Both Side Pond Besides, there are a number of nallah being crossed by the project mostly non-perennial

Supplementary Appendix-10: Details of Wildlife Movement along/Across the Project Road

Locations Animals Measures included in Engineering Design and Additional Measures Recommended based on IEE Kanwas Mode Blue Bull, CD Proposals: Minor bridge at 0.785 and 0.890 Fox Recommendations: Signage at Kanwas Junction

Kalya Kheri Mod- Blue Bull C D Proposals:: minor bridge at Km 8.424 and Km 9.02 Ch.8.900 Recommendations: Rumble strips (both sides; 100 m before to and fro) Signage (both sides; 100 m before to and fro) Fencing by Thor species for a length of 100m on either side

Dhoolet Forest area Wild Boar, Facilities under Engineering Design: Minor bridge at Km 12.733 and Km and Dhoolet Wild Cat, 13.638; Pipe Culvert at Km.13.503 Major bridge on Kali Sindh ch.14.440 Village Deer, Blue Recommendations: Rumble strips (both sides; 100 m before to and fro) Bull (Km 13 Signage (both sides; 100 m before to and fro)

Fencing by Thor species for a length of 100m on either side

Panwad Mod ch. Blue Bull C D Proposals: Slab Culvert at 20.402 and Minor bridge at 20.570 20.500. Recommendations: Rumble strips (both sides; 100 m before to and fro)

Signage (both sides; 100 m before to and fro)

Fencing by Thor species for a length of 100m on either side

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Locations Animals Measures included in Engineering Design and Additional Measures Recommended based on IEE Semal Khedi ch Blue Bull, C D Proposals: SC at 40.928 and PC at 41.976 41.600. Deer Recommendations: Rumble strips (both sides; 100 m before to and fro)

Signage (both sides; 100 m before to and fro)

Converting pipe culvert in Slab Culvert at 41.976

Sarola Khurd ch Blue Bull, C D Proposals: PC at 45.870 and 46.210 45.900. Deer, Wild Recommendations: Converting above PC in Slab Culverts Boar

Rumble strips (both sides; 100 m before to and fro)

Signage (both sides; 100 m before to and fro) Fencing by Thor species for a length of 100m on either side

Bislai village ch. Wild Boar C D Proposals: PC at 54.770 and 55.320 54.859 Recommendations: Converting above PC in Slab Culverts . Rumble strips (both sides; 100 m before to and fro) Signage (both sides; 100 m before to and fro)

Sarthala after Blue Bull, C D Proposals: SC at 58.420 and 58.920 Karanwas near Wild Boar, Rumble strips (both sides; 100 m before to and fro) Temple ch. 58.800; Wild Cat Signage (both sides; 100 m before to and fro)

Fencing by Thor species for a length of 100m on either side

Taraj forest area ch Deer, Wild C D Proposals: Minor Bridge at 64.02 and 64.695; PC at 64.897 63.900 to 65.950. Boar, Fox Recommendations: Rumble strips (both sides; 100 m before to and fro)

Signage (both sides; 100 m before to and fro

Taraj village ch. Wild Cat, C D Proposals: SC at 61.470 and 62.690 61.850; Blue Bull Rumble strips (both sides; 100 m before to and fro)

Signage (both sides; 100 m before to and fro)

Fencing by Thor species for a length of 100m on either side

Arnia hill at end Fox, Wild C D Proposals: 74.820; PC at 74.120 and 74.570 Rumble Strips Signage point Boar (both sides; 100 m before to and fro)

Arnia Mod-1 ch. Wild Cat, C D Proposals: Minor Bridge at 72.787 and SC at 73.564

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 320

Locations Animals Measures included in Engineering Design and Additional Measures Recommended based on IEE 73.150; Blue Bull Recommendations: Rumble strips (both sides; 100 m before to and fro) Signage (both sides; 100 m before to and fro) Fencing by Thor species for a length of 100m on either side

Arnia Mod-2 ch. Wild Cat, C D Proposals: PC at 74.120 and 74.570 74.600; Blue Bull Recommendations: Converting above PC in Slab Culverts Rumble strips (both sides; 100 m before to and fro) Signage (both sides; 100 m before to and fro) Fencing by Thor species for a length of 100m on either side

Khokhera Village Blue Bull, C D Proposals:; Minor Bridge at 68.852 and 69.391 ch. 69.000 Wild Cat, Recommendations: Rumble strips (both sides; 100 m before to and fro) Deer Signage (both sides; 100 m before to and fro)

Poli Village Wild Cat, Existing Facilities Minor bridge at 72.787 and SC at 73.564 73.000; Deer

Signage: Both Cautionary and Informatory, PC: Pipe Culverts, SC: Slab Culverts, CD: Cross Drains

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 321

ENVIRONMENTAL MONITORING PLAN FOR KANWAS-KHANPUR AKLERA (SH-74)

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Air Quality Construction PM 10 PM2.5 High volume 2 sampling per km of built Monthly Air quality 42X9000=Rs Concessionaire Authority stage SO2, NOX, CO sampler to be up area during active standard by 378,000 through approved /CSC located 50 m from construction: Kanwas (4), CPCB monitoring agency the selected Basyahedi (2), Dhulet (2), locations in the Ummedpura (2), Panwad downwind (4), Dahikheda (4), direction. Use Kalarewa (2), Simalkhedi method specified by (2), Sarola (4), Bislai (2), CPCB Baldeopura (2), Taraj (4),Hanauti (2), Arnia (2) Builtup-areas near start and End of Khanpur bypass (4) Total 42

Batching and hot mix plants sampling part of SPCB annual renewal of permits Operation Representative sample 24 hr continuous, Air quality 3X9000x3 Authority through Authority stage each for residential, 3/year for 1 year standard by =Rs 81,000 approved commercial and (Total 3 times in a CPCB monitoring agency sensitive/forest area year baring (3 Locations)- monsoon)

Water Quality Construction Ground water: Grab sample Groundwater at Monthly for 1.25 Water quality 16x 5000x2x2 Concessionaire Authority stage (IS: 10500:1991) collected from Construction Camps years, 2 camps with standard by = Rs 320,000 through approved /SC and source and analyse 2 bore wells each CPCB monitoring agency Operation Surface water as per Standard Groundwater at 2 3/year for 1 year Water quality 3X4X5000 Authority through Authority stage criteria for Methods for locations and surface standard by =Rs 45, 000 approved freshwater Examination of water at 2 locations CPCB monitoring agency classification Water and Wastewater Noise levels Construction Equivalent Noise IS:4954-1968 as Same as air quality National 42x3000x Concessionaire Authority/CS stage levels on dB (A) adopted by CPCB Ambient Noise =Rs.126,000 through approved C scale for day and for Identified Study Standard monitoring agency Operation night Area Built-up areas Once in a year specified in 3000x42 Authority through Authority stage CPCB/IS:4954- Environment =Rs 126,000 approved 1968Using Noise Protection Act, monitoring agency level meter 1986

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 322

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Soil Quality Construction NPK (ICAR As specified by the Camp, Dumping/storage Once during whole ICAR standard 14,000 Concessionaire Authority/CS Stage standard ) and Independent areas and HMP sites construction stage through approved C heavy metals Engineer/site (2 locations) monitoring agency engineer RPWD / Operation Oil and grease supervision At oil spillage locations Once for the first CPCB 28000 Authority through Authority stage consultant and other probable soil year of operation standard approved agency contamination location Soil Erosion Construction Visual check for Throughout the Project After first rain Visual Checks Included in Concessionaire Authority/CS Stage Soil erosion and Corridor especially at engineering cost C Operation siltation River banks, bridge Once during Visual Checks Routine Engineering Team of Authority Stage locations and river operation of 1st year engineering training structures work Drainage Construction Visual Checks Throughout the Project Once in a year Included in Concessionaire' Authority/CS None Specific Congestion stage Corridor especially before rainy season engineering cost C Operation Probable drainage Once in a year Routine RPWD Stage congestion areas before rainy season None Specific engineering work Borrow Construction Visual Checks IRC guidelines Borrow areas to be Once in a month IRC guidelines Part of the Concessionaire Authority/CS Areas Stage operated + Concessionaire‟ with approval from C Compliance s quote Authority Operation Visual Checks Rehabilitation asper Closed Borrow Areas Quarterly for 1 year conditions of Authority Stage IRC guidelines SEIAA Construction Construction Hygiene, Rapid audit as per Construction Sites and Quarterly during IRC guidelines Part of the Concessionaire Authority/CS Sites and stage drainage Medical reporting format Camp construction period regular with approval from C Labour Facilities Etc. monitoring Authority Camp Construction Surveillance monitoring of trees felling Throughout the Project During site As suggested Compensatory: Compensatory: Authority/Local Tree Plantation Stage Section clearance in by Forest RPWD Forest Departments construction phase Dept. Additional plantation: Additional Concessionaire Operation Audit for survival rate of trees plantation Throughout the Project Once in a year for Plantation: The Independent Engineer will be stage Section years Provisional sum responsible for monitoring up to the under Civil Cost Defect Liability Period in any particular stretch. After this period Authority through Concessionaire will be responsible for monitoring Record of Construction Type, nature and cause of accidents. Throughout the stretch occurrence of As suggested Part of the Concessionaire Authority/CS Accident Stage Methodology as suggested by CSC and including construction accidents by PMC/SC regular C approved by RPWD sites, crusher, diversions, monitoring HMP, earthwork, demolition site etc. Operation Throughout the stretch occurrence of Road Safety unit of PWD Rajasthan - - stage accidents with support from local police Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 323

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Wildlife Construction Nature and cause of collision, season, Animal crossing locations occurrence of As suggested Civil Cost Concessionaire Authority/CS Vehicle Stage Month and time of collision. as identified in IEE collision by forest C Collisions Operation 1. Success of road furnitures viz. rumble Animal crossing Random all through department Operation and Authority in coordination with stage strip, cautionary signages etc. designed Locations as identified in the year Maintenance forest department or through an for safe movement IEE cost specialized wildlife expert team 2. Nature and cause of collision, season, Month and time of collision 3. Monitoring of movement path based on informations available with forest department and local people. Monitoring Costs: INR 1.2 Million RPWD: Rajasthan State Public Works Department, NPK: Nitrogen, Phosphorous and Potassium, CSC: Construction Supervision Consultant, PMC: Project Management Consultant, IEE: Initial Environmental Examination, IRC: Indian Road Congress, SEIAA: State Environmental Impact Assessment Authority, CPCB: Central Pollution Control Board, IS: Indian Standard

Schedule S Highway1: Kanwas-Aklera (SH-74) Page - 324

ENVIRONMENT MANAGEMENT PLAN FOR DEOLI - KANWAS

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) A. Design and Pre-construction Stage 1. Alignment/Pavement 1.1 Pavement damage and . CBR value of sub grade as per IRC Design Embankment raised MI: Design and Review of detail Covered under Design RPWD inadequate drainage guidelines requirement from km 0.00 to km number of cross and design documents & preliminary Consultant provisions . Bottom of crust shall be at least 600mm IRC: SP: 19. 7.400 due to side drains, slab/box drawings and design above HFL to prevent any capillary IRC: 37-2012 overtopping caused by culverts, and Hume comparison with site preparation by action due to black IRC:SP:73-2007 back water of Ahu pipes conditions F/S consultant cotton/expansive/cohesive soil river . Raised embankment and provision of PT: Design and Detailed design roadside drainage to prevent damage to numbers are in cost to be borne pavement due to water logging on the 2 Culverts widened accordance with site by the road and also inconvenience caused to 1 minor bridge needs Concessionaire . Provision of adequate no. of cross upgraded to major drainage structures. bridge . Increased (vent and height) in waterway 1 culvert upgraded to of existing structures. minor bridge . Roadside drains have been proposed with suitable outfalls.

. Additional culverts and bridges Covered=2.3 km . Causeway and submerged bridges to be

replaced with high level bridges

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 325

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 326

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 2.2 Flooding/Water- . Adequate number of CD structures. IRC:34 Embankment raised MI: Design and Review of design Covered under Concessionaire RPWD Logging Additional culverts also proposed. Recommendations for from km 0.00 to km numbers of cross & documents and costs for DPR . CD structures designed for 50year return road construction in 7.400 due to side drains, slab/box drawings and consultants and period waterlogged area and overtopping caused culverts Hume comparison with site PPTA . Water ways of bridges and culverts IRC: 75 and by back water of pipes, road conditions consultants have been increased. MORT&H guidelines Ahu river embankment height, . Roadside drains also provided for Design of High design and number . Embankment height raised along low Embankments 2 Culverts widened of bridges lying/ potential water logged areas 1 minor bridge . Improvement in existing culverts/ upgraded to major PT: Design and Bridges to increase their carrying bridge, 1 culvert numbers are in capacity. upgraded to minor accordance with site bridge needs Covered drain=2.3 2.3 Earthquake . Relevant IS codes shall be adopted in Dislodgement of Entire Stretch MI: Bridges and Review of design F/S consultant, Concessionaire RPWD designing the structures to sustain the superstructure shall Culverts documents and Detailed design magnitude of earthquake be taken as per drawings and cost to be borne corresponding to Seismic zone of the Clause 222 of PT: Design comparison with site by the project area IRC:6. conforms BIS and conditions Concessionaire IRC guidelines 2.4 Drought . The design of foundations and sub- IRC:78-2000 Entire Stretch MI: Sub-structure of Design and drawings Covered under Concessionaire structures shall conform to IRC Standard bridges of foundations, F/S consultant guidelines and MORTH clause Specifications and substructure and cost . Ensure water availability for Code of Practice for PI: Sub-structures superstructure of compaction work and consolidation of Road Bridges are consolidated and structures sub-structure compacted 2.5 Forest Fires . Measures to avoid accident followed Design requirement Project road is close MI: Damage to Covered under Concessionaire by fuel accumulation to forest area for a roadside flora and F/S consultant . Removal of maintenance slash or length of 3.86 km spillage /fuel cost management by controlled burning. but no acquisition of accumulation . Plant fire-resistant species in RoW forest land is induced accident . Thinning slashing during non-dry envisaged season PI: Zero incidence . No construction camp within 500m of forest ire 3. Loss of Land and Assets

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 327

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 3.1 livelihood loss to . Road improvement work to be The Right to Fair Throughout the MI: Payment of Check LA records; Part of RPWD and affected persons accommodated within available ROW Compensation and corridor compensation and design drawings vs administrative and implementing NGO to the extent possible. Transparency in assistance to DPs land plans; resettlement costs . Minimize resettlement impact due to Land Acquisition, as per RP heavily congested built-up section Rehabilitation And Interview with . Social Impact Assessment and Resettlement Act, Number of affected persons Resettlement Plan to be undertaken as 2013 and complaints/grievan per national policy and ADB‟ ADB‟s involuntary ces related to Check status of guidelines. resettlement policy. compensation and employment given  Complete all necessary land and resettlement to local people property acquisition procedures prior to Contract Clause for PT: Minimal during construction the commencement of civil work. preference to local number of . Adhere to the Land Acquisition people during complaints/grievan procedures in accordance to RP‟s employment. ces. All cases of Entitlement Framework. resettlement and . Compensation and assistance as per rehabilitation if project Resettlement Plan any are resolved at GRC level. No . Income restoration as per RP case referred to . Preference in employment and petty arbitrator/court. contracts during construction to APs . Constitute GRC as per RP 4. Diversion of Forest Land and Cutting of Trees 4.1 Need for cutting of . Geometric adjustments to minimize tree Forest Conservation Throughout the MI: Number and Review final Covered under RPWD, Design SHAH/For trees and diversion of cutting and diversion of forest land Act, 1980 corridor location of design. Check preliminary consultants forest est forest land . Obtain tree cutting permission from Total number of geometric budget provision design department department forest department affected trees=197 adjustments made for compensatory preparation by . Provision for mandatory compensatory to avoid forestland afforestation and F/S consultant afforestation (1:3) for deposit of Project road is close to and tree cutting, additional payment to Forestry Department forest area near 14+850, budget amount plantation. Detailed design . Provision for additional compensatory 11+580, 9+850, 8+850 allocated for cost to be borne plantation on 1: 3 basis to be and 7+850 compensatory by the implemented by concessionaire for a length of 3.86 afforestation and Concessionaire km but no acquisition additional of forest land is plantation (1:3) envisaged PT: Unnecessary tree felling on forest land avoided. Budget allocation is adequate, 5. Wildlife Movement

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 328

B. Construction Stage

1. Preparatory activities

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 329

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 330

2. Air Quality 2.1 Dust Generation due to . Concessionaire to submit location and MORT&H Throughout project MI: PM10 level Standards CPCB Included in civil Concessionaire RPWD construction activities and layout plan for storage areas of Specifications for corridor measurements methods works cost /CSC transport, storage and construction materials agreed by CSC Road and Bridge Complaints from Observations handling of construction . Transport, loading and unloading of loose works locals due to dust Public materials and fine materials through covered Air (P and CP) Act consultation vehicles. 1974 and Central PT: PM10 level . Paved approach roads. Motor and Vehicle < 100 g/m3 Review of . Storage areas to be located downwind of Act 1988 Number of monitoring data the habitation area. General Conditions complaints should maintained by . Water spraying on earthworks, unpaved of Bid Document be zero. Concessionaire haulage roads and other dust prone areas. /Contractor . Provision of PPEs to workers.

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 331

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 2.2 Emission of air . Regular maintenance of The Air (Prevention Asphalt mixing MI: Levels of HC, Standards CPCB Included in civil Concessionaire RPWD pollutants machinery and equipment. and Control of plants, crushers, DG SO2, NO2, and methods works cost /CSC (HC,SO2,NOX,CO etc) . Batching, asphalt mixing plants and Pollution) Act, 1981 sets locations CO. Status of PUC from vehicles due to crushers at downwind (1km) direction (Amended 1987) certificates Review of traffic congestion and use from the nearest settlement. and Rules 1982 monitoring data of equipment and . Only crushers licensed by the PCB shall PT: SO2 and NO2 maintained by machinery be used levels are both less Concessionaire 3 . DG sets with stacks of adequate height than 80ug/m . /Contractor and use of low sulphur diesel as fuel. PUC certificate of . LPG should be used as fuel source in equipment and construction camps instead of wood machinery is upto . Ambient air quality monitoring date . Concessionaire /Contractor to prepare traffic management and dust suppression plan duly approved by RPWD

3. Noise 3.1 Disturbance to local . All equipment to be timely serviced and Legal requirement Throughout project MI: day and night As per Noise rule, Included in civil Concessionaire RPWD residents and sensitive properly maintained. Noise Pollution section especially at Noise levels. 2000 works costs /CSC receptors due to excessive . Construction equipment and (Regulation and construction sites Number of noise from construction machinery to be fitted with silencers Control) Rules, and residential and complaints from Consultation with activities and operation of and maintained properly. 2000 and sensitive locations. local people local people equipment and machinery . Only IS approved equipment shall be amendments used for construction activities. thereof PT: Zero Review of noise . Timing of noisy construction activities + complaints or no level monitoring shall be done during night time and Clause No 501.8.6. repeated data maintained weekend near schools, MORT&H complaints by by Concessionaire . Implement noisy operations Specifications for local people. /Contractor intermittently to reduce the total noise Road and Bridge Average day and generated works night time noise Observation of . Manage existing traffic to avoid traffic levels are within construction site jams and accumulation of noise beyond permissible limits standards. for work zone areas . Restrict construction near residential,

built up and forest areas construction today light hours. . Honking restrictions near sensitive areas . PPEs to workers . Noise monitoring as per EMoP. 4. Land and Soil

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 332

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 333

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.3 Borrow area . Obtain EC from SEIAA before opening IRC Guidelines on Borrow sites MI: Existence of Review of design Included in civil Concessionaire RPWD management any new borrow area. borrow areas and location borrow areas in documents and site works cost /CSC . Comply to EC conditions of SEIAA for quarries inappropriate observations . Non-productive, barren lands, upland shall (Environmental unauthorized be used for borrowing earth with the protection Act and locations. Compare site necessary permissions/consents. Rules, 1986; Water Poor borrow area conditions with . Depths of borrow pits to be regulated and Act, Air management EC conditions by sides not steeper than 25%. Act)+Clause practices. SEIAA . Topsoil to be stockpiled and protected for 305.2.2 MORTH Number of use at the rehabilitation stage. Specifications for accidents. . Transportation of earth materials through Road and Complaints from covered vehicles. Bridgeworks local people. Guidelines for . Follow IRC recommended practice for Borrow Areas PT: No case of borrow pits (IRC 10: 1961) for management non-compliance identification of location, its operation and to conditions rehabilitation stipulated by . Borrow areas not to be dug continuously. SEIAA in . To the extent borrow areas shall be sited clearance letter. away from habitated areas. Zero accidents. . Borrow areas shall be leveled with Zero complaints salvaged material or other filling materials which do not pose contamination of soil. No use of black Else, it shall be converted into fish pond. cotton soil

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 334

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.4 Quarry Operations . Aggregates will be sourced from existing Clause No.111.3 New Quarry if MI: Existence of Review of design Included in civil Concessionaire RPWD licensed quarries. MORT&H needed licenses quarry documents, works cost /CSC . Copies of consent/ approval / Specifications for areas from which Concessionaire rehabilitation plan for a new quarry or use Road and Bridge materials to be /Contractor of existing source will be submitted to works Guidelines sourced and documents and site RPWD. VI for Quarry Existence of a observation . The Concessionaire /Contractor will Areas quarry Compliance to EC develop a Quarry Redevelopment plan, as Management redevelopment conditions in case per the Mining Rules of the state and Environmental plan of opening new submit a copy of the approval to EA. Protection Rules quarries . Obtain environmental clearance from PT: Quarry SEIAA in case of opening new quarry license is valid.: No case of non- compliance to consent conditions and air quality meets the prescribed limit

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 335

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.6 Contamination of soil . Construction vehicles and equipment Design Fuelling station, MI: Quality of Site observation Included in civil Concessionaire Authority due to leakage/ spillage of will be maintained and refuelled in such a requirement construction sites, soil near storage work cost. /CSC oil, bituminous and non fashion that oil/diesel spillage does not and construction area bituminous debris contaminate the soil. camps and disposal Presence of generated from demolition . Fuel storage and refuelling sites to be kept location. spilled oil or and road construction away from drainage channels. bitumen in project . Unusable debris shall be area dumped in ditches and low lying areas. . To avoid soil contamination Oil- Interceptors shall be provided at wash PT: Soil test down and refuelling areas. conforming to no . Waste oil and oil soaked cotton/ cloth –contamination. shall be stored in containers labelled No sighting of „Waste Oil‟ and „Hazardous‟ sold off to spilled oil or MoEF/SPCB authorized vendors bitumen in . Non-bituminous wastes to be dumped in construction site borrow pits with the concurrence of or camp site landowner and covered with a layer of topsoil conserved from opening the pit. . Bituminous wastes will be disposed off in an identified dumping site approved by the State Pollution Control Board

5. Water Resources 5.1 Sourcing of water . Requisite permission shall be obtained for CGWA Guidelines Throughout the MI: Approval Checking of Included in civil Concessionaire RPWD during Construction abstraction of groundwater from Central Project section from competent documentation work cost /CSC Groundwater Authority. authority . Arrangements shall be made by the Complaints from Concessionaire /Contractor that the Water harvesting local people on Talk to local water availability and supply to nearby structure at toll water availability people communities remain unaffected. plaza . Water intensive activities not to be PT: Valid undertaken during summer season. approval from . Provision of water harvesting structure to competent augment groundwater condition in the authority. Zero area complaints from local people.

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 336

PT: Existence of proper drainage system. No water logging in project area

5.3 Alteration in surface Design Near all drainage MI: Proper flow Review of design Included in civil Concessionaire RPWD . Existing drainage system to be maintained water hydrology and further enhanced. requirement, channels, river/ of water in documents works cost /CSC . Provision shall be made for adequate size Clause No 501.8.6. nallah crossings etc. existing streams and number of cross drainage structures MORT&H and rivers Site observation esp. in the areas where land is sloping Specifications for Road and Bridge towards road alignment. PT: No complain . Road level shall be raised above HFL of water shortage level wherever road level is lesser than by downstream HFL. communities. No . Culverts reconstruction shall be done record of during lean flow period. In some cases overtopping/ these minor channels may be diverted for water logging a very short period (15-30 days) and will be bring back to its original course immediately after construction.

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 337

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 5.4 Siltation in water . Embankment slopes to be modified Design Near all water MI: Presence Field observation Included in civil Concessionaire Authority bodies due to suitably to restrict the soil debris entering requirement, bodies /waterway /absence of works cost /CSC construction activities water bodies. ClauseNo501.8.6. siltation in rivers, /earthwork . Provision of Silt fencing shall be made at MORT&H Ahu River at 5.075 streams, ponds water bodies. Specifications and other water . Silt/sediment should be collected and for Road and bodies in project stockpiled for possible reuse as surfacing Bridgeworks area. Turbidity of slopes where they have to be re- test levels vegetated. Worldwide best . Earthworks and stone works to be practices PT: No records of prevented from impeding natural flow of siltation due to rivers, streams and water canals or project activities. existing drainage system. Surface water . Retaining walls at water bodies /ponds to quality tests avoid siltation near ponds confirm to turbidity and TSS limit 5.5 Deterioration in . No vehicles or equipment should be The Water Water bodies, MI: Water quality Conduction of Included in civil Concessionaire RPWD/CS Surface water quality parked or refueled near water-bodies, so (Prevention and refueling stations, of ponds, streams, water quality tests works cost C due to leakage from as to avoid contamination from fuel and Control of construction camps. rivers and other as per the vehicles and equipments lubricants. Pollution) Act, water bodies in monitoring plan and waste from . Oil and grease traps and fuelling 1974 and project construction camps. platforms to be provided at re-fuelling amendments Field observation locations. thereof. Presence of oil . All chemicals and oil shall be stored away floating in water from water and concreted platform with bodies in project catchment pit for spills collection. area . All equipment operators, drivers, and warehouse personnel will be trained in PT: Surface water immediate response for spill quality meets containment and eventual clean-up. freshwater quality Readily available, simple to understand standards and preferably written in the local prescribed by language emergency response procedure, CPCB including reporting, will be provided by the Concessionaire/Contractors. . Construction camp to be sited away from water bodies. . Wastes must be collected, stored and taken to approve disposal site only. . Water quality shall be monitored

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 338

6.1 Vegetation loss due to . Restrict tree cutting upto toe line Forest Throughout project MI: ROW width Review of relevant Mandatory Mandatory RPWD site preparation and considering safety to road users. Conservation corridor Number of trees documents – tree Compensatory Compensatory /CSC construction activities . Roadside trees to be removed with prior Act1980 for felling cutting permit, afforestation plantation by forest approval of competent authority. + Estimated No. of Compensatory compensatory cost is included Department and . Mandatory compensatory plantation at 1:3 IRC:SP:21 and affected tree=197 plantation plan plantation plan. in project costs additional basis by Forestry Department IRC:SP:66 Number of trees and additional under RPWD. plantation by . Additional plantation on 1:3 basis as per Additional replanted. plantation strategy concessionaire the IRC guidelines to be carried out by Plantation on1:3 Additional concessionaire basis PT: Additional Field observations compensatory . Regular maintenance trees planted. compensatory afforestation . Provision of LPG in construction camp as afforestation done costs included in fuel source to avoid tree cutting. on a 1:3 basis by civil works costs . Plantation of trees on both sides of the road concessionaire. where technically feasible. Trees should be offset 1m back from the ultimate edge of the roadway to prevent safety hazard and provide adequate sight distance. . Integrate vegetation management (IVM) with the carriage way completely clear of vegetation. 7. Construction Camps. Controlled use of pesticides/ fertilizers 7.1 Impact associated . All camps should be established Design Requirement All construction MI: Location of On site observation Included in civil Concessionaire RPWD with location with prior permission from PCB. Camps The Water camps campsites and works cost and EO /CSC to maintain minimum distance from (Prevention and distance from Interaction with following: Control of habitation, forest workers and local # 500 m from habitation Pollution) areas, water community # 500 m from forest areas where possible Act,1974and its bodies, through # 500 m from water bodies where possible amendments traffic route and # 500 m from through traffic route thereof construction # 500 m from identified wildlife crossing camps areas PT: Distance of campsite is less than 500m from listed locations

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 339

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.2 Worker‟s Health in . The location, layout and basic facility The Building and All construction MI: Camp health Camp records Part of the civil Concessionaire RPWD construction camp provision of each labour camp will be Other Construction camps records works costs /CSC submitted to CSC and approved b EA. The workers Site observation Concessionaire /contractor will maintain (Regulation of Existence of necessary living accommodation and Employment and proper first aid kit Consultation with ancillary facilities in hygienic manner. Conditions of in camp site Concessionaire/Co . Adequate water and sanitary latrines with service) Act 1996 ntractor workers septic tanks with soak pits shall be and The Water Complaints from and local people provided. (Prevention and workers. living nearby . Preventive medical facilities in camp Control of . Waste disposal facilities such as dust bins Pollution) PT: No record of must be provided in the camps and regular Act,1974 and illness due to disposal of waste The Concessionaire amendments unhygienic /Contractor will take all precautions to thereof conditions or protect the workers from insect and pest to vectors. Zero reduce the risk to health. This includes the cases of STD. use of insecticides which should comply Clean and tidy with local regulations. camp site . No liquor or prohibited drugs will be conditions. imported to, sell, give and barter to the workers of host community. . Awareness raising to immigrant workers/local community on communicable and sexually transmitted diseases. 8. Management of Construction Waste/Debris 8.1 Selection of . Concessionaire /Contractor to submit a Design At all MI: Location of Field survey and Included in civil Concessionaire RPWD Dumping Sites waste/spoil disposal plan and get it Requirement, Dumping/Disposal dumping sites interaction with works cost. . /CSC approved by CSC and EA. MORT&H Sites Number of public local people. . Create controlled dumping sites with a guidelines and complaints. Review of consent non-permeable lining incorporated in the General Conditions letter pit design to avoid leach ate seepage into of Contract PT: No public the soil, which may later affect ground Document complaints. water quality Consent letters for . Unproductive/wastelands shall be selected all dumping sites for dumping sites away from residential available with areas and water bodies Concessionaire . Dumping sites must be having adequate /Contractor capacity equal to the amount of debris generated. . Public perception and consent from the village Panchayats has to be obtained before finalizing the location.

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 340

9. Traffic Management and Safety 9.1 Management of . Traffic Management Plan shall be Design requirement Throughout the project MI: Traffic Review traffic Included in civil Concessionaire RPWD existing traffic and submitted by the Concessionaire and corridor especially at management plan. management plan works cost. /CSC safety /Contractor and approved by the CSC. IRC: SP: 27 -1984, intersections. Presence/ absence Field observation of . The traffic control plans shall contain Report Containing of safety signs, traffic management details of diversions; traffic safety Recommendation of traffic and safety system arrangements during construction; safety IRC Regional demarcations, flag measures for night time traffic and Workshops on men etc. on site. Interaction with precautions for transportation of Highway Safety Complaints from people in vehicles hazardous materials. Timing and IRC:SP: 32 -1988 road users. using the road scheduling to be done so that Road Safety for No of accidents transportation of dangerous goods is done Children (5-12 PT: No complaints. during least number of people and other Years Old) in No accidents due to vehicles on the road. Construction Zones poor traffic . The Concessionaire/ Contractor will IRC:SP:55-2014 management. Traffic ensure that the diversion/detour is always signs, demarcation maintained in running condition, lines etc. present in particularly during the monsoon to avoid appropriate locations Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 341

. On stretches where it is not possible to The Building and pass the traffic on the part width of other Construction existing carriageway, temporary paved workers Act 1996 diversions will be constructed. and Cess Act of . Restriction of construction activity to only 1996 Factories Act one side of the existing road 1948+Section 6 of . The Concessionaire/Contractor shall Employer‟s inform local community of changes to Requirement of Bid traffic routes, and pedestrian access Document arrangements with assistance from “Independent Engineer”. . Use of adequate signage‟s to ensure traffic management and safety. Conduct of regular safety audit on safety measures. 9.2 Pedestrians, . Temporary access and diversion, with Same as above Near habitation on MI: Presence/ Field observation Included in civil Concessionaire RPWD animal proper drainage facilities. both sides of absence of access Interaction with works cost. /CSC movement . Access to the schools, temples and other schools, temples, routes for local people public places must be maintained when construction sites, pedestrians. Road construction takes place near them. haulage roads, signage Number . Fencing wherever animal movement is diversion sites. of complaints expected. from local people . Large number of box culverts has been proposed. .All structures having vertical PT: Easy access to clearance above 2m and not catering to schools, temples perennial flow of water may serve as and public places. underpass for animals Zero complaints

Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 342

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 9.3 Safety of Workers and . The Concessionaire /Contractors to Same as above Construction sites MI: Availability of Site observation Included in civil Obligation of RPWD accident risk from adopt and maintain safe working Safety gears to works cost Concessionaire /CSC construction activities practices. workers Review records on . Usage of fluorescent and retro refectory safety training and signage, in local language at the Safety signage accidents construction sites Training records . Training to workers on safety on safety Interact with procedures and precautions. construction . Mandatory appointment of safety Number of safety workers officer. related accidents . All regulations regarding safe scaffolding, ladders, working PT: Zero fatal platforms, gangway, stair wells, accidents. Zero or excavations, trenches and safe means of minor non-fatal entry and egress shall be complied with. accidents. . Provision of PPEs to workers. . Provision of a readily available first aid unit including an adequate supply of dressing materials. . The Concessionaire /Contractor will not employ any person below the age of 18years . Use of hazardous material should be minimized and/or restricted. . Emergency plan (to be approved by Independent Engineer) shall be prepared to respond to any accidents or emergencies. . Accident Prevention Officer must be appointed by the Concessionaire /Contractor.

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10. Site restoration and rehabilitation 10.1 Clean-up . Concessionaire/Contractor will prepare site Project requirement Throughout the MI: Condition of Site observation Included in civil Concessionaire RPWD Operations, restoration plans, which will be approved project corridor, camp, borrow works cost. /CSC Restoration and by the „Independent Engineer‟. construction camp areas and Interaction with Rehabilitation . The clean-up and restoration operations are sites and borrow construction sites, locals to be implemented by the Concessionaire areas Presence/ absence /Contractor prior to demobilization. of construction Issue completion . All construction zones including river- material/debris certificate after beds, culverts, road-side areas, camps, hot after completion restoration of all mix plant sites, crushers, batching plant of construction sites are found sites and any other area used/affected by works on site. satisfactory the project will be left clean and tidy, to the PT: Clean and satisfaction of the Environmental officer. tidy sites. No trash . All the opened borrow areas will be or debris left on rehabilitated and „Independent Engineer‟ site. Site restored will certify and leveled.

C. Operation and Maintenance stage 1. Wildlife Movement

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PT: minimum vehicle – animal collisions. No of consultation done with forest department

2. Air Quality

2.1 Air pollution due to . Roadside tree plantations shall be Environmental Throughout the MI: Ambient air As per CPCB Included in RPWD due to vehicular maintained at least with 70% survival Protection Act, Corridor quality requirements Operation / movement rate. 1986; The Air (PM10, CO,SO2 Maintenance . Regular maintenance of the road will be (Prevention and NO2) cost done to ensure good surface condition Control of Pollution) Site inspection . Ambient air quality monitoring. If Act, 1981 PT: Levels are monitored parameters exceeds equal to or below prescribed limit, suitable control baseline levels measures must be taken. given in the IEE . Signages shall be provided reminding report them to properly maintain their vehicles to economize on fuel consumption. . Enforcement of vehicle emission rules in coordination with transport department or installing emission checking equipments

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Page - 345

3.1 Noise due to . Effective traffic management and good Noise Pollution Residential and MI: Noise levels The-Noise Included in RPWD movement of riding conditions shall be maintained (Regulation and sensitive location lo cations. Pollution Operation / traffic . Speed limitation to 20 km/hour and Control) (Regulation and Maintenance honking restrictions near sensitive Rules,2000 and PT: Levels are Control) Rules, cost receptors amendments equal to or below 2000 . Construction of noise barriers near thereof baseline levels sensitive receptors with consent of local given in the IEE Discussion with community report people at sensitive . Create awareness amongst the residents receptor sites about likely noise levels from road operation at different distances, the safe ambient noise limits and easy to implement noise reduction measures while constructing a building near road.

4. Land and Soil 4.1 Soil erosion at . Periodic checking to be carried to assess Project At bridge locations MI: Existence of On site Included in RPWD embankment during the effectiveness of the stabilization requirement and embankment soil erosion sites observation Operation / heavy rainfall. measures viz. turfing, stone pitching, slopes and other Number of soil Maintenance river training structures etc. probable soil erosion sites cost . Necessary measures to be followed erosion areas. wherever there are failures PT: Zero or minimal occurrences of soil erosion 5. Water resources/Flooding and Inundation 5.1 Siltation . Regular checks shall be made for soil Project requirement Near surface Water MI: Water quality Site observation Included in RPWD erosion conditions for its effective bodies Operation / maintenance. PT: No turbidity of Maintenance surface water cost bodies due to the road Schedule S Highway 2: Deoli-Kanwas (SH-74 A) Page - 346

7. Maintenance of Right of Way and Safety 7.1 Accident Risk due to . Maintain shoulder completely clear of Project requirement Throughout the MI: Presence and Visual inspection Included in RPWD uncontrolled growth of vegetation. IRC: SP:21-2009 Project route extent of vegetation Operation / vegetation . Minimum offset as prescribed in growth on either Check accident Maintenance IRC:SP:21-2009 to be maintained side of road. records cost . Regular maintenance/trimming of Number of plantation along the road side accidents. . No invasive plantation near the road. PT: No accidents due to vegetation growth 7.2 Accident risks . Traffic control measures, including IRC:SP:55-2014 Throughout the MI: Number of Review accident Included in associated with traffic speed limits, will be enforced strictly. Project route accidents records Operation / movement. . Further encroachment of squatters Conditions and Maintenance RPWD within the ROW will be prevented. existence of safety Site observations cost . Monitor/ensure that all safety provisions signs, rumble strips included in design and construction etc. on the road phase are properly maintained Presence/absence of . Highway patrol unit(s) for round the sensitive receptor clock patrolling. Phone booth for structures inside the accidental reporting and ambulance stipulated planning services with minimum response time line as per relevant for rescue of any accident victims, if local law possible. . Tow-way facility for the breakdown PT: Fatal and non vehicles if possible. fatal accident rate is reduced after improvement

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.3.Transport of . Existence of spill prevention and control - Throughout the MI: Status of Review of spill Included in RPWD Dangerous Goods and emergency responsive system project stretch emergency system – prevention and Operation / . Emergency plan for vehicles carrying whether operational emergency response Maintenance hazardous material or not plan cost Spill accident records PT: Fully functional emergency system

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ENVIRONMENTAL MONITORING PLAN FOR DEOLI - KANWAS

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Air Quality Construction PM 10 PM2.5 High volume 2 sampling per km of built Monthly Air quality 12X9000=Rs Concessionaire RPWD/CSC stage SO2, NOX, CO sampler to be up area during active standard by 108,000 through approved located 50 m from construction: Kanwas (2), CPCB monitoring agency the selected Awaan (2), Peeshahera locations in the ,(4) Dudhiyakhera (2), downwind Deoli (2)-Total 12 direction. Use method specified by Batching and hot mix CPCB plants sampling part of SPCB annual renewal of permits Operation Representative sample 24 hr continuous, Air quality 3X9000x3 RPWD through RPWD stage each for residential, 3/year for 1 year standard by =Rs 81,000 approved commercial and (Total 3 times in a CPCB monitoring agency sensitive/forest area year baring (3 Locations)- monsoon)

Water Quality Construction Ground water: Grab sample Groundwater at Monthly for 1.5 Water quality 18x 5000x1 Concessionaire RPWD /CSC stage (IS: 10500:1991) collected from Construction Camps years, 1 camp with standard by = Rs 90,000 through approved and source and analyse 1 borewell each CPCB monitoring agency Operation Surface water as per Standard Groundwater at 2 3/year for 1 year Water quality 3X4X5000 RPWD through RPWD stage criteria for Methods for locations and surface standard by =Rs 45, 000 approved freshwater Examination of water at 2 locations CPCB monitoring agency classification Water and Wastewater Noise levels Construction Equivalent Noise IS:4954-1968 as Same as air quality Monthly National 12x3000x Concessionaire RPWD/CSC stage levels on dB (A) adopted by CPCB Ambient Noise =Rs.36,000 through approved scale for day and for Identified Study Standard monitoring agency Operation night Area Built-up areas 2/year for 1 year specified in 2x3000x12 RPWD through RPWD stage CPCB/IS:4954- Environment =Rs 72,000 approved 1968Using Noise Protection Act, monitoring agency level meter 1986

Soil Quality Construction NPK (ICAR As specified by the Camp, Dumping/storage Once during whole ICAR standard 14,000 Concessionaire RPWD/CSC Stage standard ) and Independent areas and HMP sites construction stage through approved heavy metals Engineer/site (2 locations) monitoring agency engineer RPWD / Operation Oil and grease supervision At oil spillage locations Once for the first CPCB 28000 RPWD through RPWD stage consultant and other probable soil year of operation standard approved agency contamination location

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Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Soil Erosion Construction Visual check for Throughout the Project After first rain Visual Checks Included in Concessionaire RPWD/CSC Stage Soil erosion and Corridor especially at engineering cost Operation siltation River banks, bridge Once during Visual Checks Routine Engineering team of RPWD Stage locations and river operation of 1st year engineering training structures work Drainage Construction Visual Checks Throughout the Project Once in a year Included in Concessionaire' RPWD/CSC None Specific Congestion stage Corridor especially before rainy season engineering cost Operation Probable drainage Once in a year Routine RPWD Stage congestion areas before rainy season None Specific engineering work Borrow Construction Visual Checks IRC guidelines Borrow areas to be Once in a month IRC guidelines Part of the Concessionaire RPWD/CSC Areas Stage operated + Concessionaire‟ with approval from Compliance s quote RPWD Operation Visual Checks Rehabilitation as Closed Borrow Areas Quarterly for 1 year conditions of RPWD Stage per IRC guidelines SEIAA Construction Construction Hygiene, Rapid audit as per Construction Sites and Quarterly during IRC guidelines Part of the Concessionaire RPWD/CSC Sites and stage drainage Medical reporting format Camp Construction Period regular with approval from Labor Facilities Etc. monitoring RPWD, RPWD Camp Construction Surveillance monitoring of trees felling Throughout the Project During site As suggested Compensatory: Compensatory: RPWD/Local Forest Tree Plantation Stage Section clearance in by Forest RPWD Departments construction phase Dept. Additional plantation: Additional Concessionaire Operation Audit for survival rate of trees plantation Throughout the Project Once in a year for Plantation: The Independent Engineer will be stage Section years Provisional sum responsible for monitoring up to the under civil cost Defect Liability Period in any particular stretch. After this period RPWD through Concessionaire will be responsible for monitoring Record of Construction Type, nature and cause of accidents. Throughout the stretch occurrence of As suggested Part of the Concessionaire RPWD/CSC Accident Stage Methodology as suggested by CSC and including construction accidents by PMC/SC regular approved by RPWD sites, crusher, diversions, monitoring HMP, earthwork, demolition site etc. Operation Throughout the stretch occurrence of Road Safety unit of RPWD with - - stage accidents support from local police Wildlife Construction Nature and cause of collision, season, Animal crossing locations occurrence of As suggested Civil cost Concessionaire RPWD/CSC Vehicle Stage Month and time of collision. as identified in IEE collision by forest

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Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Collisions Operation 1. Success of road furnitures viz. rumble Animal crossing Random all through department Operation and RPWD in coordination with forest stage strip, cautionary signages etc. designed Locations as identified in the year Maintenance department or through an for safe movement IEE cost specialized wildlife expert team 2. Nature and cause of collision, season, Month and time of collision 3. Monitoring of movement path based on information available with forest department and local people. Monitoring Costs: INR 0.475 Million RPWD: Rajasthan State Public Works Department, NPK: Nitrogen, Phosphorous and Potassium, CSC: Construction Supervision Consultant, PMC: Project Management Consultant, IEE: Initial Environmental Examination, IRC: Indian Road Congress, SEIAA: State Environmental Impact Assessment Authority, CPCB: Central Pollution Control Board, IS: Indian Standard

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ENVIRONMENT MANAGEMENT PLAN FOR ALOT-GANGADHAR

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) A. Design and Pre-construction Stage 1. Alignment/Pavement 1.1 Pavement damage and . CBR value of sub grade as per IRC Design Due to Black cotton MI: Design and Review of detail Covered under Design RPWD inadequate drainage guidelines requirement soil existing road has number of cross and design documents & preliminary Consultant provisions . Bottom of crust shall be at least 600mm IRC: SP: 19. been raised by side drains, slab/box drawings and design above HFL to prevent any capillary IRC: 37-2012 providing 600mm new culverts, and Hume comparison with site preparation by action due to black IRC:SP:73-2007 sub-grade for entire pipes conditions F/S consultant cotton/expansive/cohesive soil stretch . Provision of roadside drainage to PT: Design and Detailed design prevent damage to pavement due to 2 vented causeways numbers are in cost to be borne water logging on the road and also upgraded to high level accordance with site by the inconvenience caused to local people in minor bridge needs Concessionaire built-up areas . Provision of adequate no. of cross drainage structures and widening of Covered Drain existing structures. Length=1.23 km . covered drains in built-up area . Causeways to be replaced with high level bridges

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2. Natural Hazards and Climate Change risks 2.1 Damage to pavement . Asphalt binder specifications based on IRC 37 2012 for Entire stretch MI: Pavement Review of design preliminary integrity like Rutting, viscosity-grade specifications as per IS flexible pavement Surface during documents and design cost of embrittlement, softening 73-2013 guidelines and IS 15462 2004 design, IRC 81 1997 extreme heat drawings and F/S consultant and migration of liquid for rubber modified binder and polymer for strengthening of comparison with site asphalt. modified binders. flexible pavement PI: No softening, conditions Detailed design Thermal expansion in rutting, asphalt cost to be borne bridge expansion joints migration/thermal by and paved surfaces expansion of joint concessionaire 2.2 Earthquake . Relevant IS codes shall be adopted in Dislodgement of Entire Stretch MI: Bridges and Review of design F/S consultant, Concessionaire RPWD designing the structures to sustain the superstructure shall Culverts documents and Detailed design magnitude of earthquake be taken as per drawings and cost to be borne corresponding to Seismic zone of the Clause 222 of PT: Design comparison with site by concessionaire project area IRC:6. conforms BIS and conditions IRC guidelines 2.3 Drought . The design of foundations and sub- IRC:78-2000 Entire Stretch MI: Sub-structure of Design and drawings Covered under Concessionaire structures shall conform to IRC Standard bridges of foundations, F/S consultant guidelines and MORTH clause Specifications and substructure and cost . Ensure water availability for Code of Practice for PI: Sub-structures superstructure of compaction work and consolidation of Road Bridges are consolidated and structures sub-structure compacted

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4. Diversion of Forest Land and Cutting of Trees

4.1 Need for cutting of . Geometric adjustments to minimize tree Forest Conservation Throughout the MI: location of Review final Covered under RPWD, Design RPWD trees and diversion of cutting Act, 1980 corridor geometric design. Check preliminary consultants forest /Forest forest land . Obtain tree cutting permission from Total number of adjustments made budget provision design department department forest department affected trees=53 to avoid tree for compensatory preparation by . Provision for mandatory compensatory cutting, budget afforestation and F/S consultant afforestation (1:3) for deposit of Forest Land amount allocated additional payment to Forestry Department Diversion=nil for compensatory plantation. Detailed design . Provision for additional compensatory and additional cost to be borne plantation on 1: 3 basis to be plantation (1:3) by the implemented by concessionaire Concessionaire PT: minimize tree felling

5. Shifting of Utilities

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B. Construction Stage 1. Preparatory Activities

1.1 Preparatory activities . Submit appointment letter and resume of Project requirement All Contractors and Approvals, PMC Part construction Concessionaire/C RPWD

the Concessionaire/Contractor‟s sub-contractors attendance accomplishment cost for ontractor/ /CSC

Environmental Focal Person (EFP) to PMU report Concessionaire RPWD/utility

. EFP will engage PMC Environment /Contractor and company

Specialist and PMU Safeguard Officer- PMC Contract

Environment to a meeting to discuss in detail the EMP, seek clarification and recommend corresponding revisions if necessary . EFC will prepare Concessionaire /Contractors Environmental Implementation Plan based on the approved EMP, EMOP, and agreements reach during the meeting with PMC-ES and PMU-SOE . request PMC-ES copy of monthly monitoring formats and establish deadlines for submission. . EFC will submit for PMC-ES approval an action plan to secure all permits and approvals needed to be secured during construction stage which include but not limited to: i) operation of crushers and hot mix plants, ii) transport and storage of hazardous materials (e.g. fuel, lubricants, explosives), iii) waste disposal sites, iv) temporary storage location, iv) water use,

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) and v) emission compliance of all vehicles. Arrangements to link with government health programs on hygiene, sanitation, and prevention of communicable diseases will also be included in the action plan. EFC will submit for approval of PMC-ES the construction camp layout before its establishment.

1.2 Site induction . No works will be initiated by the Project requirement All Contractors and Approvals, PMC Part construction Concessionaire/C RPWD Concessionaire sub-contractors attendance accomplishment cost for ontractor/ /CSC . /Contractor until the site induction training report Concessionaire/ RPWD/utility is carried out by the PMC Contractor and company Site induction training includes but not limited PMC Contract to: i) discussion and review of EMP and EMoP detailing how specific environmental risks associated with their Scope of Work will be managed legal compliance, inspection and audits, and progress tracking and reporting; ii) environmental training and awareness needs shall be determined and documented via a training needs analysis prior to commencement; iii) Health and Safety Awareness Course, which details general environmental awareness and specific performance requirements expected on site; and iv) GRM.

2. Air Quality

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2.2 Emission of air . Regular maintenance of The Air (Prevention Asphalt mixing MI: Levels of HC, Standards CPCB Included in civil Concessionaire RPWD pollutants machinery and equipment. and Control of plants, crushers, DG SO2, NO2, and methods works cost /CSC (HC,SO2,NOX,CO etc) . Batching, asphalt mixing plants and Pollution) Act, 1981 sets locations CO. Status of PUC from vehicles due to crushers at downwind (1km) direction (Amended 1987) certificates Review of traffic congestion and use from the nearest settlement. and Rules 1982 monitoring data of equipment and . Only crushers licensed by the PCB shall PT: SO2 and NO2 maintained by the machinery be used levels are both less Concessionaire 3 . DG sets with stacks of adequate height than 80ug/m . /Contractor complying SPCB norms. PUC certificate of . LPG should be used as fuel source in equipment and construction camps instead of wood machinery is upto . Ambient air quality monitoring date . Concessionaire /Contractor to prepare traffic management and dust suppression plan duly approved by RPWD 3. Noise

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 3.1 Disturbance to local . All equipment to be timely serviced and Legal requirement Throughout project MI: day and night As per Noise Included in civil Concessionaire RPWD /CSC residents and sensitive properly maintained. Noise Pollution section especially at Noise levels. Pollution works costs receptors due to excessive . Construction equipment and machinery (Regulationand construction sites, Number of (Regulationand noise from construction to be fitted with silencers and Control) Rules, 2000 residential and complaints from Control) Rules, activities and operation of maintained properly. and amendments sensitive locations. local people 2000 equipment and machinery . Only IS approved equipment shall be thereof Consultation with used for construction activities. + School at Km 1.885 PT: Zero local people . Timing of noisy construction activities Clause No 501.8.6. complaints or no shall be done during night time and MORT&H repeated complaints Review of noise weekend near schools, Specifications for by local people. level monitoring . Implement noisy operations Road and Bridge Average day and data maintained by intermittently to reduce the total noise works night time noise Concessionaire generated levels are within /Contractor . Manage existing traffic to avoid traffic permissible limits jams and accumulation of noise beyond for work zone areas Observation of standards. construction site . Honking restrictions near habitations PPEs to workers 4. Land and Soil 4.1 Land use Change . Non-agricultural areas to be used as Project requirement Throughout the MI: Borrow pit Review borrow Included in civil Concessionaire RPWD and Loss of productive / borrow areas to the extent possible. project section and locations/Top soil area plan, site visits works cost /CSC topsoil . Top soil to be preserved and laid over borrow areas storage area embankment slope for growing PT: Zero vegetation to check soil erosion. Land identified for complaints or . Land for temporary facilities like camp, storage areas disputes against construction camp, storage areas etc. etc. Concessionaire shall be brought back to its original /Contractor by landuse land owner 4.2 Slope failure and Soil . Bio-turfing/pitching of high embankments IRC: 56 -1974 Throughout the entire MI: Occurrence of Review of design Included in civil Concessionaire RPWD /CSC erosion due to to protect slopes. recommended project road slope failure or documents and site works cost Construction activities, . Slope protection by providing practice for erosion issues observation earthwork, and cut and Frames, dry stone pitching, treatment of fill, stockpiles etc. masonry retaining walls, planting of grass embankment slopes PT: No slope and trees. for erosion control failures. Minimal . Side slopes of all cut and fill areas will be Clause No. 306 and erosion issues graded and covered with stone pitching, 305.2.2 MORT&H grass and shrub as per design Specifications for specifications. Care should be taken that Road and Bridge the slope gradient shall not be greater works Guidelines IX than2:1. for Soil erosion . The earth stockpiles to be provided with gentle slopes to soil erosion.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.3 Borrow area . Obtain EC from SEIAA before opening IRC Guidelines on Borrow sites MI: Existence of Review of design Included in civil Concessionaire RPWD management any new borrow area. borrow areas and location borrow areas in documents and site works cost /CSC . Comply to EC conditions of SEIAA for quarries inappropriate observations . Non-productive, barren lands, upland shall (Environmental unauthorized be used for borrowing earth with the protection Act and locations. Compare site necessary permissions/consents. Rules, 1986; Water Poor borrow area conditions with . Depths of borrow pits to be regulated and Act, Air management EC conditions by sides not steeper than 25%. Act)+Clause practices. SEIAA . Topsoil to be stockpiled and protected for 305.2.2 MORTH Number of use at the rehabilitation stage. Specifications for accidents. . Transportation of earth materials through Road and Complaints from covered vehicles. Bridgeworks local people. Guidelines for . Follow IRC recommended practice for Borrow Areas PT: No case of borrow pits (IRC 10: 1961) for management non-compliance identification of location, its operation and to conditions rehabilitation stipulated by . Borrow areas not to be dug continuously. SEIAA in . To the extent borrow areas shall be sited clearance letter. away from habitated areas. Zero accidents. . Borrow areas shall be levelled with Zero complaints salvaged material or other filling materials which do not pose contamination of soil. No use of black Else, it shall be converted into fish pond. cotton soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.4 Quarry Operations . Aggregates will be sourced from existing Clause No.111.3 New Quarry if MI: Existence of Review of design Included in civil Concessionaire RPWD/CS licensed quarries. MORT&H needed licenses quarry documents, works cost C . Copies of consent/ approval / Specifications for areas from which Concessionaire rehabilitation plan for a new quarry or use Road and Bridge materials to be /Contractor of existing source will be submitted to works Guidelines sourced and documents and site RPWD. VI for Quarry Existence of a observation . The Concessionaire/Contractor will Areas quarry Compliance to EC develop a Quarry Redevelopment plan, as Management redevelopment conditions in case per the Mining Rules of the state and Environmental plan of opening new submit a copy of the approval to EA. Protection Rules quarries . Obtain environmental clearance from PT: Quarry SEIAA in case of opening new quarry license is valid.: No case of non- compliance to consent conditions and air quality meets the prescribed limit

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.6 Contamination of soil . Construction vehicles and equipment Design Fuelling station, MI: Quality of Site observation Included in civil Concessionaire RPWD due to leakage/ spillage of will be maintained and refuelled in such a requirement construction sites, soil near storage work cost. /CSC oil, bituminous and non fashion that oil/diesel spillage does not and construction area bituminous debris contaminate the soil. camps and disposal Presence of generated from demolition . Fuel storage and refuelling sites to be kept location. spilled oil or and road construction away from drainage channels. bitumen in project . Unusable debris shall be area dumped in ditches and low lying areas. . To avoid soil contamination Oil- Interceptors shall be provided at wash PT: Soil test down and refuelling areas. conforming to no . Waste oil and oil soaked cotton/ cloth –contamination. shall be stored in containers labelled No sighting of „Waste Oil‟ and „Hazardous‟ sold off to spilled oil or MoEF/SPCB authorized vendors bitumen in . Non-bituminous wastes to be dumped in construction site borrow pits with the concurrence of or camp site landowner and covered with a layer of topsoil conserved from opening the pit. . Bituminous wastes will be disposed off in an identified dumping site approved by the State Pollution Control Board

5. Water Resources 5.1 Sourcing of water . Requisite permission shall be obtained for CGWA Guidelines Throughout the MI: Approval Checking of Included in civil Concessionaire RPWD during Construction abstraction of groundwater from Central Project section from competent documentation work cost /CSC Groundwater Authority. authority . Arrangements shall be made by the Complaints from Concessionaire /Contractor that the Water Harvesting local people on Talk to local water availability and supply to nearby at Toll Plaza water availability people communities remain unaffected. . Water intensive activities not to be PT: Valid undertaken during summer season. approval from . Provision of water harvesting structure to competent augment groundwater condition in the authority. Zero area. complaints from local people.

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PT: Existence of proper drainage system. No water logging in project area

5.3 Alteration in surface Design Near all drainage MI: Proper flow Review of design Included in civil Concessionaire Authority . Existing drainage system to be maintained water hydrology and further enhanced. requirement, channels, river/ of water in documents works cost /CSC . Provision shall be made for adequate size Clause No 501.8.6. nallah crossings etc. existing streams and number of cross drainage structures MORT&H and rivers Site observation esp. in the areas where land is sloping Specifications for Road and Bridge towards road alignment. PT: No complain . Road level shall be raised above HFL of water shortage level wherever road level is lesser than by downstream HFL. communities. No . Culverts reconstruction shall be done record of during lean flow period. In some cases overtopping/ these minor channels may be diverted for water logging a very short period (15-30 days) and will be bring back to its original course immediately after construction.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 5.4 Siltation in water . Embankment slopes to be modified Design Near all water MI: Presence Field observation Included in civil Concessionaire RPWD bodies due to suitably to restrict the soil debris entering requirement, bodies /waterway /absence of works cost /CSC construction activities water bodies. ClauseNo501.8.6. siltation in rivers, /earthwork . Provision of Silt fencing shall be made at MORT&H streams, ponds water bodies. Specifications Note: There are and other water . Silt/sediment should be collected and for Road and only two river bodies in project stockpiled for possible reuse as surfacing Bridgeworks along the road area. Turbidity of slopes where they have to be re- Kachhal River at test levels vegetated. Worldwide best km 24.185 and Kali . Earthworks and stone works to be practices Sindh river at PT: No records of prevented from impeding natural flow of 15.187. Already siltation due to rivers, streams and water canals or bridges are project activities. existing drainage system. constructed and are Surface water . Retaining walls at water bodies /ponds to in good conditions. quality tests avoid siltation near ponds confirm to turbidity and TSS limit 5.5 Deterioration in . No vehicles or equipment should be The Water Water bodies, MI: Water quality Conduction of Included in civil Concessionaire RPWD Surface water quality parked or refuelled near water-bodies, so (Prevention and refuelling stations, of ponds, streams, water quality tests works cost /CSC due to leakage from as to avoid contamination from fuel and Control of construction camps. rivers and other as per the vehicles and equipments lubricants. Pollution) Act, water bodies in monitoring plan and waste from . Oil and grease traps and fuelling 1974 and project construction camps. platforms to be provided at re-fuelling amendments Field observation locations. thereof. Presence of oil . All chemicals and oil shall be stored away floating in water from water and concreted platform with bodies in project catchment pit for spills collection. area . All equipment operators, drivers, and warehouse personnel will be trained in PT: Surface water immediate response for spill quality meets containment and eventual clean-up. freshwater quality Readily available, simple to understand standards and preferably written in the local prescribed by language emergency response procedure, CPCB including reporting, will be provided by the Concessionaire /Contractors. . Construction camp to be sited away from water bodies. . Wastes must be collected, stored and taken to approve disposal site only. . Water quality shall be monitored

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6.1 Vegetation loss due to . Restrict tree cutting upto toe line Forest Throughout project MI: ROW width Review of relevant Mandatory Mandatory RPWD site preparation and considering safety to road users. Conservation corridor Number of trees documents – tree compensatory compensatory /CSC construction activities . Roadside trees to be removed with prior Act1980 for felling cutting permit, afforestation plantation by approval of competent authority. + Estimated No. of Compensatory compensatory cost is included forest Department . Mandatory compensatory plantation at 1:3 IRC:SP:21 and affected tree=53 plantation plan plantation plan. in project costs and additional basis by Forestry Department IRC:SP:66 Number of trees and additional under RPWD. plantation by the . Additional plantation on 1:3 basis as per Additional replanted. plantation strategy Concessionaire the IRC guidelines to be carried out by plantation on1:3 Additional concessionaire basis PT: Additional Field observations compensatory . Regular maintenance trees planted. compensatory afforestation . Provision of LPG in construction camp as afforestation done costs included in fuel source to avoid tree cutting. on a 1:3 basis by civil works costs . Plantation of trees on both sides of the road Concessionaire where technically feasible. Trees should /Contractor be offset 1m back from the ultimate edge through JFM. of the roadway to prevent safety hazard and provide adequate sight distance. . Integrate vegetation management (IVM) with the carriage way completely clear of vegetation. 7. Construction Camps. Controlled use of pesticides/ fertilizers 7.1 Impact associated . All camps should be established Design Requirement All construction MI: Location of On site observation Included in civil Concessionaire RPWD with location with prior permission from PCB. Camps The Water camps campsites and works cost and EO /CSC to maintain minimum distance from (Prevention and distance from Interaction with following: Control of habitation, , water workers and local # 500 m from habitation Pollution) bodies, through community # 500 m from water bodies wherever Act,1974and its traffic route and possible amendments construction # 500 m from through traffic route thereof camps PT: Distance of Camps to be sited preferably on un campsite is less productive land. If not possible efforts than 500m from must be made to bring back its original listed locations land use.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.2 Worker‟s Health in . The location, layout and basic facility The Building and All construction MI: Camp health Camp records Part of the civil Concessionaire RPWD construction camp provision of each labour camp will be Other Construction camps records works costs /CSC submitted to CSC and approved b EA. The workers Site observation Concessionaire /Contractor will maintain (Regulation of Existence of necessary living accommodation and Employment and proper first aid kit Consultation with ancillary facilities in hygienic manner. Conditions of in camp site Concessionaire . Adequate water and sanitary latrines with service) Act 1996 /Contractor septic tanks with soak pits shall be and The Water Complaints from workers and local provided. (Prevention and workers. people living . Preventive medical facilities in camp Control of nearby . Waste disposal facilities such as dust bins Pollution) PT: No record of must be provided in the camps and regular Act,1974 and illness due to disposal of waste The Concessionaire/ amendments unhygienic Contractor will take all precautions to thereof conditions or protect the workers from insect and pest to vectors. Zero reduce the risk to health. This includes the cases of STD. use of insecticides which should comply Clean and tidy with local regulations. camp site . No liquor or prohibited drugs will be conditions. imported to, sell, give and barter to the workers of host community. . Awareness raising to immigrant workers/local community on communicable and sexually transmitted diseases. 8. Management of Construction Waste/Debris

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 8.1 Selection of . Concessionaire /Contractor to submit a Design At all MI: Location of Field survey and Included in civil Concessionaire RPWD Dumping Sites waste/spoil disposal plan and get it Requirement, Dumping/Disposal dumping sites interaction with works cost. . /CSC approved by CSC and EA. MORT&H Sites Number of public local people. . Create controlled dumping sites with a guidelines and complaints. Review of consent non-permeable lining incorporated in the General Conditions letter pit design to avoid leachate seepage into of Contract PT: No public the soil, which may later affect ground Document complaints. water quality Consent letters for . Unproductive/wastelands shall be selected all dumping sites for dumping sites away from residential available with areas and water bodies Concessionaire . Dumping sites must be having adequate /Contractor capacity equal to the amount of debris generated. . Public perception and consent from the village Panchayats has to be obtained before finalizing the location. 8.2 Reuse and disposal of . The existing bitumen surface shall be Design Throughout the MI: Percentage of Concessionaire Included in civil construction and utilized for paving of cross roads, access Requirement, project corridor reuse of existing /Contractor records works cost. dismantled waste roads, and paving works in construction MORT&H surface material sites and camps, temporary traffic guidelines and Field observation diversions, and haulage routes. General Conditions Method and location . All excavated materials from roadway, of Contract of disposal site of Interaction with local shoulders, verges, drains, cross drainage Document construction debris people will be used for backfilling embankments, filling pits, and landscaping. . Unusable and non-bituminous debris materials should be suitably disposed off PT: No public at pre-designated disposal locations, with complaint and approval of the concerned authority. consent letters for all . The bituminous wastes shall be disposed dumping sites in secure landfill sites only in available with environmentally accepted manner. For Concessionaire removal of debris, wastes and its disposal, /Contractor or CSC MORTH guidelines should be followed. . Unusable and surplus materials, as determined by the Project Independent Engineer, will be removed and disposed off-site.

9. Traffic Management and Safety Schedule S Highway 3: Alot-Gangdhar Page - 366

Schedule S Highway 3: Alot-Gangdhar Page - 367

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 9.2 Pedestrians, . Temporary access and diversion, with Same as above Near habitation MI: Presence/ Field observation Included in civil Concessionaire RPWD animal proper drainage facilities. construction sites, absence of access Interaction with works cost. /CSC movement . Access to the schools, temples and other haulage roads, routes for local people public places must be maintained when diversion sites. pedestrians. Road construction takes place near them. 1.709 Temple signage Number . Fencing wherever animal movement is of complaints 1.885 School expected. from local people . Large number of box culverts has been 7.862 Temple PT: Easy access to proposed. .All structures having vertical 10.552 Temple clearance above 2m and not catering to schools, temples perennial flow of water may serve as 14.329 Temple and public places. Zero complaints underpass for animals 14.341 Temple

9.3 Safety of Workers and. Concessionaire /Contractors to Same as above Construction sites MI: Availability of Site observation Included in civil Obligation of RPWD accident risk from adopt and maintain safe working Safety gears to works cost Concessionaire /CSC construction activities practices. workers Review records on . Usage of fluorescent and retro refectory safety training and signage, in local language at the Safety signage accidents construction sites Training records . Training to workers on safety on safety Interact with procedures and pre cautions. construction . Mandatory appoin tment of safety Number of safety workers officer. related accidents . All regulations regarding safe scaffolding, ladders, working PT: Zero fatal platforms, gangway, stair wells, accidents. Zero or excavations, trenches and safe means of minor non-fatal entry and egress shall be complied with. accidents. . Provision of PPEs to workers. . Provision of a readily available first aid unit including an adequate supply of dressing materials. . The Concessionaire/Contractor will not employ any person below the age of 18years . Use of hazardous material should be minimized and/or restricted. . Emergency plan (to be approved by Independent Engineer) shall be prepared to respond to any accidents or emergencies. . Accident Prevention Officer must be Schedule S Highway 3: Alot-Gangdhar Page - 368

Schedule S Highway 3: Alot-Gangdhar Page - 369

10. Site restoration and rehabilitation

10.1 Clean-up . Concessionaire /Contractor will prepare Project requirement Throughout the MI: Condition of Site observation Included in civil Concessionaire RPWD Operations, site restoration plans, which will be project corridor, camp, borrow works cost. /CSC Restoration and approved by the „Independent Engineer‟. construction camp areas and Interaction with Rehabilitation . The clean-up and restoration operations are sites and borrow construction sites, locals to be implemented by the Concessionaire areas Presence/ absence /Contractor prior to demobilization. of construction Issue completion . All construction zones including river- material/debris certificate after beds, culverts, road-side areas, camps, hot after completion restoration of all mix plant sites, crushers, batching plant of construction sites are found sites and any other area used/affected by works on site. satisfactory the project will be left clean and tidy, to the PT: Clean and satisfaction of the Environmental officer. tidy sites. No trash . All the opened borrow areas will be or debris left on rehabilitated and „Independent Engineer‟ site. Site restored will certify and leveled.

C. Operation and Maintenance stage

1. Air Quality

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2. Noise 2.1 Noise due to . Effective traffic management and good Noise Pollution Near Habitation and MI: Noise levels Noise monitoring Included in RPWD movement of traffic . riding conditions shall be maintained (Regulation and sensitive receptors lo cations. as per noise rules Operation / . Speed limitation and honking Control) PT: Levels are ,2000 Maintenance restrictions near sensitive receptors Rules,2000 and equal to or below cost . Construction of noise barriers near amendments baseline levels sensitive receptors with consent of local thereof given in the IEE Discussion with community report people at sensitive . Create awareness about likely noise receptor sites levels from road operation at different distances, the safe ambient noise limits and easy to implement noise reduction measures while constructing a building near road.

3. Land and Soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 3.1 Soil erosion at . Periodic checking to be carried to assess Project At bridge locations MI: Existence of On site Included in RPWD embankment during the effectiveness of the stabilization requirement and embankment soil erosion sites observation operation / heavy rainfall. measures viz. turfing, stone pitching, slopes and other Number of soil maintenance cost river training structures etc. probable soil erosion sites . Necessary measures to be followed erosion areas. PT: Zero or wherever there are failures minimal occurrences of soil erosion

4. Water resources/Flooding and Inundation 4.1 Siltation . Regular checks shall be made for soil Project requirement Near surface Water MI: Water quality Site observation Included in RPWD erosion and turfing conditions for its bodies PT: No turbidity of operation / effective maintenance. surface water maintenance cost bodies due to the road 4.2 Water logging due to . Regular visual checks and cleaning (at Project requirement Near surface Water MI: Presence/ Site observation Included in RPWD blockage of drains, culverts least once before monsoon) of drains to IRC: SP:21-2009 bodies/cross absence of water operation / or streams ensure that flow of water is maintained drains/side drains logging along the maintenance cost through cross drains and other road channels/streams. PT: No record of Water logging 5. Flora 5.1 Vegetation . Planted trees, shrubs, and grasses to be Forest Conservation Project tree MI: Tree/plants Records and field Included in RPWD/Forest Department properly maintained. Act 1980 plantation sites survival rate observations. operation / . The tree survival audit to be conducted Information from maintenance cost at least once in a year to assess the PT: Minimum rate Forestry Department effectiveness of 70% tree survival

6. Maintenance of Right of Way and Safety 6.1 Accident Risk due to . Maintain shoulder completely clear of Project requirement Throughout the MI: Presence and Visual inspection Included in RPWD uncontrolled growth of vegetation. IRC: SP:21-2009 Project route extent of vegetation operation / vegetation . Minimum offset as prescribed in growth on either Check accident maintenance cost IRC:SP:21-2009 to be maintained side of road. records . Regular maintenance/trimming of Number of plantation along the road side accidents. . No invasive plantation near the road. PT: No accidents due to vegetation growth

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 6.2 Accident risks . Traffic control measures, including IRC:SP:55-2014 Throughout the MI: Number of Review accident Included in associated with traffic speed limits, will be enforced strictly. Project route accidents records operation / movement. . Further encroachment of squatters Conditions and maintenance cost RPWD within the ROW will be prevented. existence of safety Site observations . Monitor/ensure that all safety provisions signs, rumble strips included in design and construction etc. on the road phase are properly maintained Presence/absence of . Highway patrol unit(s) for round the sensitive receptor clock patrolling. Phone booth for structures inside the accidental reporting and ambulance stipulated planning services with minimum response time line as per relevant for rescue of any accident victims, if local law possible. . Tow-way facility for the breakdown PT: Fatal and non vehicles if possible. fatal accident rate is reduced after improvement

6.3.Transport of . Existence of spill prevention and control - Throughout the MI: Status of Review of spill Included in RPWD Dangerous Goods and emergency responsive system Project stretch emergency system – prevention and operation / . Emergency plan for vehicles carrying whether operational emergency response maintenance cost hazardous material or not plan Spill accident PT: Fully functional records emergency system

ENVIRONMENTAL MONITORING PLAN FOR ALOT - GANGDHAR

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs)

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Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Air Quality Construction PM 10 PM2.5 High volume 2 sampling per km of built Monthly Air quality 14X9000=Rs Concessionaire RPWD /CSC stage SO2, NOX, CO sampler to be up area during active standard by 126000 through approved located 50 m from construction: A lot (2) CPCB monitoring agency the selected Gangdhar (4), Unhel (4) , locations in the Talawali (4) downwind Total 12 direction. Use method specified by Batching and hot mix CPCB plants sampling part of SPCB annual renewal of permits Operation Representative sample 24 hr continuous, Air quality 3X9000x3 RPWD through RPWD stage each for residential, 3/year for 1 year standard by =Rs 81,000 approved commercial and (Total 3 times in a CPCB monitoring agency sensitive/forest area year baring (3 Locations)- monsoon)

Water Quality Construction Ground water: Grab sample Groundwater at Monthly for 1 year, Water quality 12x 5000 Concessionaire RPWD /SC stage (IS: 10500:1991) collected from Construction Camps 1 camp with 1 standard by = Rs 60,000 through approved and source and analyse borewell CPCB monitoring agency Operation Surface water as per Standard Groundwater at 2 3/year for 1 year Water quality 3X4X5000 RPWD through RPWD stage criteria for Methods for locations and surface standard by =Rs 45, 000 approved freshwater Examination of water at 2 locations CPCB monitoring agency classification Water and Wastewater Noise levels Construction Equivalent Noise IS:4954-1968 as Same as air quality National 14x3000 Concessionaire RPWD/CSC stage levels on dB (A) adopted by CPCB Ambient Noise =Rs.42,000 through approved scale for day and for Identified Study Standard monitoring agency Operation night Area Built-up areas 2/year for 1 year specified in 2x3000x14 RPWD through RPWD stage CPCB/IS:4954- Environment =Rs 84,000 approved 1968Using Noise Protection Act, monitoring agency level meter 1986

Soil Quality Construction NPK (ICAR As specified by the Camp, Dumping/storage Once during whole ICAR standard 14,000 Concessionaire RPWD/CSC Stage standard ) and site/ Independent areas and HMP sites construction stage through approved heavy metals Engineer RPWD / (2 locations) monitoring agency supervision Operation Oil and grease consultant At oil spillage locations Once for the first CPCB 28000 RPWD through RPWD stage and other probable soil year of operation standard approved agency contamination location Soil Erosion Construction Visual check for Throughout the Project After first rain Visual Checks Included in Concessionaire RPWD/CSC Stage Soil erosion and Corridor especially at Engineering siltation River banks, bridge Cost Schedule S Highway 3: Alot-Gangdhar Page - 374

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Operation locations and river Once during Visual Checks Routine Engineering Team of RPWD Stage training structures operation of 1st year engineering work Drainage Construction Visual Checks Throughout the Project Once in a year Included in Concessionaire' RPWD/CSC None Specific Congestion stage Corridor especially before rainy season engineering cost Operation Probable drainage Once in a year Routine RPWD Stage congestion areas before rainy season None Specific engineering work Borrow Construction Visual Checks IRC guidelines Borrow areas to be Once in a month IRC guidelines Part of the Concessionaire RPWD/CSC Areas Stage operated + Concessionaire‟ with approval from Compliance s quote RPWD Operation Visual Checks Rehabilitation as Closed Borrow Areas Quarterly for 1 year conditions of RPWD Stage per IRC guidelines SEIAA Construction Construction Hygiene, Rapid audit as per Construction Sites and Quarterly during IRC guidelines Part of the Concessionaire RPWD/CSC Sites and stage drainage Medical reporting format Camp construction period regular with approval from Labor Facilities Etc. monitoring RPWD, RPWD Camp Construction Surveillance monitoring of trees felling Throughout the Project During site As suggested Compensatory: Compensatory: RPWD/Local Forest Tree Plantation Stage Section clearance in by Forest RPWD Departments construction phase Dept. Additional Additional Plantation: plantation: Concessionaire Operation Audit for survival rate of trees plantation Throughout the Project Once in a year for provisional sum The Independent Engineer will be stage Section years under civil cost responsible for monitoring up to the defect liability period in any particular stretch. After this period RPWD through Concessionaire will be responsible for monitoring Record of Construction Type, nature and cause of accidents. Throughout the stretch occurrence of As suggested Part of the Concessionaire RPWD/CSC Accident Stage Methodology as suggested by CSC and including construction accidents by PMC/SC regular approved by RPWD sites, crusher, diversions, monitoring HMP, earthwork, demolition site etc. Operation Throughout the stretch occurrence of Road safety unit of PWD Rajasthan - - stage accidents with support from local police Wildlife Construction Nature and cause of collision, season, Animal crossing locations occurrence of As suggested Civil Cost Concessionaire RPWD/CSC Vehicle Stage Month and time of collision. as identified in IEE collision by forest

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Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Collisions Operation 1. Success of road furnitures viz. rumble Animal crossing Random all through department Operation and RPWD in coordination with forest stage strip, cautionary signages etc. designed Locations as identified in the year Maintenance department or through an for safe movement IEE cost specialized wildlife expert team 2. Nature and cause of collision, season, Month and time of collision 3. Monitoring of movement path based on information available with forest department and local people. Monitoring Costs: INR 0.48 Million RPWD: Rajasthan State Public Works Department, NPK: Nitrogen, Phosphorous and Potassium, CSC: Construction Supervision Consultant, PMC: Project Management Consultant, IEE: Initial Environmental Examination, IRC: Indian Road Congress, SEIAA: State Environmental Impact Assessment Authority, CPCB: Central Pollution Control Board, IS: Indian Standard

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ENVIRONMENT MANAGEMENT PLAN FOR KHERLI-PAHARI (SH-22)

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) A. Design and Pre-construction Stage 1. Alignment/Pavement 1.1 Pavement damage and . CBR value of sub grade as per IRC Design In addition to the 50 MI: Design and Review of detail Covered under Design RPWD inadequate drainage guidelines requirement existing slab (39), and number of cross and design documents & preliminary Consultant provisions . Bottom of crust shall be at least 600mm IRC: SP: 19. pipe (11) culverts, 12 side drains, slab/box drawings and design above HFL to prevent any capillary IRC: 37-2012 will be retained (6 culverts, and Hume comparison with site preparation by action due to black IRC:SP:73-2007 slab, 6 pipe; 17 pipes conditions F/S consultant cotton/expansive/cohesive soil reconstructed (15 slab, . Raised embankment and provision of 2 pipe), 21 widened PT: Design and Detailed design roadside drainage to prevent damage to (18 slap, 3 pipe), and numbers are in cost to be borne pavement due to water logging on the 10 new pipe culverts accordance with site by the road and also inconvenience caused to will be reconstructed. needs Concessionaire . Provision of adequate no. of cross drainage structures. Embankment will be . Increased (vent and height) in waterway raised on sections of existing structures. prone to water logging . Roadside drains have been proposed particularly in built-up with suitable outfalls. and market areas. (see Appendix Table . Additional culverts and bridges 1. Severely Water- . Causeway and submerged bridges to be Logged Areas.) replaced with high level bridges

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Schedule S Highway 4: Kherli-Pahari Page - 378

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 2.2 Flooding/Water- . Adequate number of CD structures. IRC:34 See severely flood MI: Design and Review of design Covered under Concessionaire RPWD Logging Additional culverts also proposed. Recommendations for prone areas. numbers of cross & documents and costs for DPR . CD structures designed for 50year return road construction in side drains, slab/box drawings and consultants and period waterlogged area and culverts Hume comparison with site PPTA . Water ways of bridges and culverts IRC: 75 and pipes, road conditions consultants have been increased. MORT&H guidelines embankment height, . Roadside drains also provided for Design of High design and number . Embankment height raised along low Embankments of bridges lying/ potential water logged areas . Improvement in existing culverts/ PT: Design and Bridges to increase their carrying numbers are in capacity. accordance with site needs

2.3 Earthquake . Relevant IS codes shall be adopted in Dislodgement of Entire Stretch MI: Bridges and Review of design F/S consultant, Concessionaire RPWD designing the structures to sustain the superstructure shall Culverts documents and Detailed design magnitude of earthquake be taken as per drawings and cost to be borne corresponding to Seismic zone of the Clause 222 of PT: Design comparison with site by concessionaire project area IRC:6. conforms BIS and conditions IRC guidelines 2.4 Drought . The design of foundations and sub- IRC:78-2000 Entire Stretch MI: Sub-structure of Design and drawings Covered under Concessionaire structures shall conform to IRC Standard bridges of foundations, F/S consultant guidelines and MORTH clause Specifications and substructure and cost . Ensure water availability for Code of Practice for PI: Sub-structures superstructure of compaction work and consolidation of Road Bridges are consolidated and structures sub-structure compacted 3. Loss of Land and Assets 3.1 livelihood loss to . Road improvement work to be The Right to Fair From F/S: 52 MI: Payment of Check LA records; Part of RPWD and RPWD affected persons accommodated within available ROW Compensation and affected households, compensation and design drawings vs administrative and implementing to the extent possible. Transparency in 89 impacted assistance to DPs land plans; resettlement costs NGO . Minimize resettlement impact due to Land Acquisition, structures, 40,000 as per RP heavily congested built-up section Rehabilitation And land acquisition for Interview with . Social Impact Assessment and Resettlement Act, wayside amenities Number of affected persons Resettlement Plan to be undertaken as 2013 and and toll plaza. complaints/grievan per national policy and ADB‟ ADB‟s involuntary ces related to Check status of guidelines. resettlement policy. compensation and employment given  Complete all necessary land and resettlement to local people property acquisition procedures prior to Contract Clause for PT: Minimal during construction the commencement of civil work. preference to local number of . Adhere to the Land Acquisition people during complaints/grievan procedures in accordance to RP‟s employment. ces. All cases of Entitlement Framework. resettlement and . Compensation and assistance as per rehabilitation if project Resettlement Plan any are resolved at Schedule S Highway 4: Kherli-Pahari Page - 379

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) . Income restoration as per RP GRC level. No . Preference in employment and petty case referred to contracts during construction to APs arbitrator/court. . Constitute GRC as per RP 4. Diversion of Forest Land and Cutting of Trees 4.1 Need for cutting of . Geometric adjustments to minimize tree Forest Conservation Throughout the MI: Number and Review final Covered under RPWD, Design SHAH/Fores trees and diversion of cutting and diversion of forest land Act, 1980 corridor location of design. Check preliminary consultants forest t department forest land . Obtain tree cutting permission from Total number of geometric budget provision design department forest department affected trees=644 adjustments made for compensatory preparation by . Provision for mandatory compensatory to avoid forestland afforestation and F/S consultant afforestation (1:2) for deposit of Forest Land and tree cutting, additional payment to Forestry Department Diversion=nil budget amount plantation. Detailed design . Provision for additional compensatory allocated for cost to be borne plantation on 1: 3 basis to be compensatory by the implemented by concessionaire afforestation and Concessionaire additional plantation (1:3)

PT: Unnecessary tree felling on forest land avoided. Budget allocation is adequate. 5. Wildlife Movement 5.1 Road design causing . Provision of rumble strip, cautionary and Project Requirement Nilgai active MI: budget Review of bid Covered under RPWD, Design RPWD/CSC accidents of wild animals informatory sign boards near potential crossing at chainage allocation for documents and costs for F/S Consultant in and disruption in their wildlife accident locations 138.2. NIlgai rumble strips, project budget plan Consultant coordination movement . Speed restriction in the sections where crossing signpost cautionary and with Forest wildlife movement is reported every 3 kms informatory sign Department . Expansion of existing pipe culverts to slab uninterrupted stretch boards, culverts in areas where wildlife movement of uninhabited area is reported . Live fencings by thor species PT: Budget . Solar Street lighting at vulnerable areas adequate to fulfill the installation of recommended facilities and structures

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1. Preparatory Activities

1.1 Preparatory activities . Submit appointment letter and resume of Project requirement All Contractors and Approvals, PMC Part construction Concessionaire RPWD /CSC the Concessionaire/Contractor‟s sub-contractors attendance accomplishment cost for /Contractor/ Environmental Focal Person (EFP) to PMU report Concessionaire RPWD/utility . EFP will engage PMC Environment /Contractor and company Specialist and PMU Safeguard Officer- PMC Contract Environment to a meeting to discuss in detail the EMP, seek clarification and recommend corresponding revisions if necessary . EFC will prepare Concessionaire /Contractors Environmental Implementation Plan based on the approved EMP, EMOP, and agreements reach during the meeting with PMC-ES and PMU-SOE . request PMC-ES copy of monthly monitoring formats and establish deadlines for submission. . EFC will submit for PMC-ES approval an action plan to secure all permits and approvals needed to be secured during construction stage which include but not limited to: i) operation of crushers and hot mix plants, ii) transport and storage of hazardous materials (e.g. fuel, lubricants, explosives), iii) waste disposal sites, iv) temporary storage location, iv) water use, and v) emission compliance of all vehicles. Arrangements to link with government Schedule S Highway 4: Kherli-Pahari Page - 381

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) health programs on hygiene, sanitation, and prevention of communicable diseases will also be included in the action plan.

EFC will submit for approval of PMC-ES the construction camp layout before its establishment.

1.2 Site induction . No works will be initiated by the Project requirement All Contractors and Approvals, PMC Part construction Concessionaire RPWD /CSC Concessionaire /Contractor until the site sub-contractors attendance accompplishment cost for /Contractor/ induction training is carried out by the PMC report Concessionaire RPWD/utility . Site induction training includes but not /Contractor and company limited to: i) discussion and review of EMP PMC Contract and EMoP detailing how specific environmental risks associated with their Scope of Work will be managed legal compliance, inspection and audits, and progress tracking and reporting; ii) environmental training and awareness needs shall be determined and documented via a training needs analysis prior to commencement; iii) Health and Safety Awareness Course, which details general environmental awareness and specific performance requirements expected on site; and iv) GRM.

2. Air Quality 2.1 Dust3. Generation due to . Concessionaire to submit location and MORT&H Throughout project MI: PM10 level Standards CPCB Included in civil Concessionaire RPWD /CSC construction activities and layout plan for storage areas of Specifications for corridor measurements methods works cost transport, storage and construction materials approved by CSC Road and Bridge Complaints from Observations handling of construction . Transport, loading and unloading of loose works locals due to dust Public materials and fine materials through covered Air (P and CP) Act consultation vehicles. 1974 and Central PT: PM10 level< . Paved approach roads. Motor and Vehicle 100 ug/m3Number Review of . Storage areas to be located downwind of Act 1988 of complaints monitoring data the habitation area. General Conditions should be zero. maintained by the . Water spraying on earthworks, unpaved of Bid Document Concessionaire haulage roads and other dust prone areas. /Contractor . Provision of PPEs to workers.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 2.2 Emission of air . Regular maintenance of The Air (Prevention Asphalt mixing MI: Levels of HC, Standards CPCB Included in civil Concessionaire RPWD /CSC pollutants(HC,SO2,NOX, machinery and equipment. and Control of plants, crushers, DG SO2, NO2, and methods works cost COetc)fromvehiclesduetot . Batching, asphalt mixing plants and Pollution) Act, sets locations CO. Status of PUC rafficcongestionanduseofe crushers at downwind (1km) direction 1981(Amended certificates Review of quipmentandmachinery from the nearest settlement. 1987) and Rules monitoring data . Only crushers licensed by the PCB shall 1982 PT: SO2 and NO2 maintained by be used levels are both less Concessionaire 3 . DG sets with stacks of adequate height and than 80ug/m . /Contractor use of low sulphur diesel as fuel. PUC certificate of . LPG should be used as fuel source in equipment and construction camps instead of wood machinery is upto . Ambient air quality monitoring date . Concessionaire/Contractor to prepare traffic management and dust suppression plan duly approved by RPWD

3. Noise 3.1 Disturbance to local . All equipment to be timely serviced and Legal requirement Throughout project MI: day and night As per Noise Included in civil Concessionaire RPWD /CSC residents and sensitive properly maintained. Noise Pollution section especially at Noise levels. Pollution works costs receptors due to excessive . Construction equipment and machinery (Regulationand construction sites, Number of (Regulationand noise from construction to be fitted with silencer sand maintained Control) Rules, 2000 residential and complaints from Control) Rules, activities and operation of properly. and amendments identified sensitive local people 2000 equipment and machinery . Only IS approved equipment shall be thereof locations. used for construction activities. + PT: Zero Consultation with . Timing of noisy construction activities Clause No 501.8.6. Provision of movable complaints or no local people shall be done during night time and MORT&H sound barriers to repeated weekend near schools, Specifications for shield sensitive area complaints by Review of noise . Implement noisy operations Road and Bridge and separate local people. level monitoring intermittently to reduce the total noise works pedestrian from Average day and data maintained by generated active construction night time noise Concessionaire . Manage existing traffic to avoid traffic front. Estimated at levels are within /Contractor jams and accumulation of noise beyond 300m total length permissible limits standards. for work zone Observation of areas construction site . Restrict construction near residential,

built up and forest areas construction to daylight hours. . Honking restrictions near sensitive areas . PPEs to workers . Noise monitoring as per EMoP. 4. Land and Soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.1 Land use Change . Non-agricultural areas to be used as Project requirement Throughout the MI: Borrow pit Review borrow Included in civil Concessionaire RPWD /CSC and Loss of productive borrow areas to the extent possible. project section and locations/Top soil area plan, site visits works cost /topsoil . If using agricultural land, topsoil to be borrow areas storage area preserved and laid over either on the embankment slope for growing Land identified for PT: Zero vegetation to protect soil erosion. camp, storage areas complaints or . Land for temporary facilities like etc. disputes registered construction camp, storage areas etc. against the shall be brought back to its original land Concessionaire use /Contractor by land owner 4.2 Borrow area . EC from SEIAA for new borrow area. IRC Guidelines on Borrow sites MI: Existence of Review of design Included in civil Concessionaire RPWD /CSC management . Comply to EC conditions of SEIAA borrow areas and location: 130/150 borrow areas in documents and site works cost . Non-productive, barren lands, upland shall for quarries (2kms from unauthorized observations be used for borrowing earth with the (Environmentalpro highway), 160/500 locations. necessary permissions. tectionActandRule (1.5 km from Poor borrow area Compare site . Depths of borrow pits to be regulated and s,1986;WaterAct,A highway), 175/120 management conditions with EC sides not steeper than 25%. irAct)+Clause305. (1.5km from practices. conditions by . Topsoil to be stockpiled and protected for 2.2MORTH highway), san Number of SEIAA use at the rehabilitation stage. Specifications for quarry in Pahari, accidents. . Transportation of earth materials through Road and Bridge Bharatpur District Complaints from covered vehicles. works Guidelines local people. for Borrow Areas . Follow IRC recommended practice for management PT: No case of borrow pits (IRC 10: 1961) Borrow areas non-compliance to not to be dug continuously. conditions . To the extent borrow areas shall be sited stipulated by away from habitated areas. SEIAA in EC . Borrow areas shall be leveled with letter. Zero salvaged material or other filling materials accidents. Zero which do not pose contamination of soil. complaints Else, it shall be converted into fishpond. No use of black cotton soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.3 Quarry Operations . Aggregates will be sourced from existing ClauseNo.111.3M Existing quarries in MI: Existence of Review of design Included in civil Concessionaire RPWD licensed quarries. ORT&H Bharatpur and Alwar licensed quarry documents, works cost /CSC . Copies of consent/ approval / Specifications for areas from which Concessionaire rehabilitation plan for a new quarry or use Road and Bridge materials to be /Contractor of existing source will be submitted to works Guidelines sourced and documents and site RPWD. VI for Quarry Existence of a observation . The Concessionaire/Ccontractor will Areas Management quarry Compliance to EC develop a Quarry Redevelopment plan, as Environmental redevelopment conditions in case per the Mining Rules of the state and Protection Rules plan of opening new submit a copy of the approval to EA. quarries . Obtain environmental clearance from PT: Quarry SEIAA in case of opening new quarry license is valid.: No case of non- compliance to consent conditions and air quality meets the 4.4 Compaction of soil . Construction vehicles, machinery, and Design Parking areas, MI:prescribed Location limit of Site observation Included in civil Concessionaire RPWD and impact on quarry haul equipment to be stationed in the requirement Haulage roads and approach and works cost /CSC roads due to movement of designated ROW to avoid compaction. construction yards. haulage roads vehicles and equipment . Approach roads/haulage roads shall be Presence of designed along the barren and hard soil destroyed/compac area to reduce the compaction. ted agricultural . Transportation of quarry material to the land or land which dumping site through heavy vehicles shall has not be be done through existing major roads to restored to its the extent possible to restrict wear and tear original to the village/minor roads. condition . Land taken for construction camp and PT: Zero other temporary facility shall be restored occurrence of to its original conditions destroyed/compac ted land and undestroyed land

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.5 Contamination of soil . Construction vehicles and equipment Design Fuelling station, MI: Quality of Site observation Included in civil Concessionaire RPWD due to leakage/ spillage of will be maintained and refueled in such a requirement construction sites, soil near storage work cost. /CSC oil, bituminous and non fashion that oil/diesel spillage does not and construction area bituminous debris contaminate the soil. camps and disposal Presence of generated from demolition . Fuel storage and refueling sites to be kept location. spilled oil or and road construction away from drainage channels. bitumen in project . Unusable debris shall be area dumped in ditches and low lying areas. . To avoid soil contamination Oil- Interceptors shall be provided at wash PT: Soil test down and refueling areas. conforming to no . Waste oil and oil soaked cotton/ cloth shall –contamination. be stored in containers labeled „Waste Oil‟ No sighting of and „Hazardous‟ sold off to MoEF/SPCB spilled oil or authorized vendors bitumen in . Non-bituminous wastes to be dumped in construction site borrow pits with the concurrence of or camp site landowner and covered with a layer of topsoil conserved from opening the pit. . Bituminous wastes will be disposed off in an identified dumping site approved by the State Pollution Control Board

5. Water Resources 5.1 Sourcing of water . Requisite permission shall be obtained for CGWA Guidelines Throughout the MI: Approval Checking of Included in civil Concessionaire RPWD during Construction abstraction of groundwater from Central Project section. from competent documentation work cost /CSC Groundwater Authority. Construction of authority . Arrangements shall be made by the johads and other Complaints from Concessionaire/Contractor that the related structures local people on Talk to local water availability and supply to nearby water availability people communities remain unaffected. . Water intensive activities not to be PT: Valid undertaken during summer season. approval from . Provision of water harvesting structure to competent augment groundwater condition in the authority. Zero area complaints from local people.

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PT: Existence of proper drainage system. No water logging in project area 5.3 Alteration in surface . Existing drainage system to be maintained Design Near all drainage MI: Proper flow Review of design Included in civil Concessionaire RPWD water hydrology and further enhanced. requirement, channels, of water in documents work cost /CSC . Provision shall be made for adequate size Clause No 501.8.6. river/nallah existing streams and number of cross drainage structures MORT&H crossings etc. and rivers Site observation esp. in the areas where land is sloping Specifications for Road and Bridge towards road alignment. PT: No complain . Road level shall be raised above HFL of water shortage level wherever road level is lesser than by downstream HFL. communities. No . Culverts reconstruction shall be done record of during lean flow period. In some cases overtopping/ these minor channels may be diverted for water logging a very short period (15-30 days) and will be bring back to its original course immediately after construction.

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 5.4 Siltation in water . Embankment slopes to be modified Design Near all water MI: Presence Field observation Included in civil Concessionaire RPWD /CSC bodies due to suitably to restrict the soil debris entering requirement, bodies/waterway /absence of works cost construction water bodies. ClauseNo501.8.6. Refer Table 15. siltation in rivers, activities/earthwork . Provision of Silt fencing shall be made at MORT&H streams, ponds water bodies. Specifications and other water . Silt/sediment should be collected and for Road and bodies in project stockpiled for possible reuse as surfacing Bridgeworks area. Turbidity test of slopes where they have to be re- levels vegetated. Worldwide best . Earthworks and stone works to be practices PT: No records of prevented from impeding natural flow of siltation due to rivers, streams and water canals or project activities. existing drainage system. Surface water . Retaining walls at water bodies /ponds to quality tests avoid siltation near ponds confirm to . turbidity and TSS limit

6. Flora and Fauna 6.1 Vegetation loss due to . Restrict tree cutting upto toe line ForestConservation Throughout project MI: ROW width Review of relevant Mandatory Mandatory RPWD /CSC site preparation and considering safety to road users. Act1980 corridor Number of trees documents – tree compensatory compensatory construction activities . Roadside trees to be removed with prior + for felling cutting permit, afforestation plantation by approval of competent authority. IRC:SP:21andIRC: Estimated No. of Compensatory compensatory cost is included forest Department . Mandatory compensatory plantation at 1:2 SP:66 affected tree=644 plantation plan plantation plan. in project costs and additional basis by Forestry Department Number of trees and additional under RPWD. plantation by . Additional plantation on 1:3 basis as per Additional replanted. plantation strategy concessionaire the IRC guidelines to be carried out by Plantation on1:3 Additional concessionaire basis PT: Additional Field observations compensatory . Regular maintenance trees planted. compensatory afforestation . Provision of LPG in construction camp as afforestation done costs included in fuel source to avoid tree cutting. on a 1:3 basis by civil works costs . Plantation of trees on both sides of the road concessionaire. where technically feasible. Trees should be offset 1m back from the ultimate edge of the roadway to prevent safety hazard and provide adequate sight distance. . Integrate vegetation management (IVM) with the carriage way completely clear of vegetation. . Controlled use of pesticides/ fertilizers

7. Construction Camps Schedule S Highway 4: Kherli-Pahari Page - 388

Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.1 Impact associated with. All camps should be established Design Requirement All construction MI: Location of On site observation Included in civil Concessionaire RPWD /CSC location with prior permission from PCB. Camps to The camps campsites and works cost And EO maintain minimum distance from Water(Prevention distance from Interaction with following: and Control of habitation, forest workers and local # 500 m from habitation Pollution) areas, water community # 500 m from forest areas where possible Act,1974and its bodies, through # 500 m from water bodies where possible amendments traffic route and # 500 m from through traffic route thereof construction # 500 m from identified wildlife crossing camps areas PT: Distance of campsite is less than 500m from listed locations 7.2Worker‟s Health in . The location, layout and basic facility TheBuildingandOt All construction MI: Camp health Camp records Part of the civil Concessionaire RPWD /CSC construction camp provision of each labor camp will be herConstructionwo camps records works costs submitted to CSC and approved b EA. The rkers(Regulationof Site observation Concessionaire /Contractor will maintain EmploymentandCo Existence of necessary living accommodation and nditions of proper first aid kit Consultation with ancillary facilities in hygienic manner. service)Act1996an in camp site Concessionaire . Adequate water and sanitary latrines with dThe Water /Contractor septic tanks with soak pits shall be (Prevention and Complaints from workers and local provided. Control of workers. people living . Preventive medical facilities in camp Pollution) nearby . Waste disposal facilities such as dust bins Act,1974 and PT: No record of must be provided in the camps and regular amendments illness due to disposal of waste The Concessionaire thereof unhygienic /Contractor will take all precautions to conditions or protect the workers from insect and pest to vectors. Zero reduce the risk to health. This includes the cases of STD. use of insecticides which should comply Clean and tidy with local regulations. camp site . No liquor or prohibited drugs will be conditions. imported to, sell, give and barter to the workers of host community. . Awareness raising to immigrant workers/local community on communicable and sexually transmitted diseases.

8. Management of Construction Waste/Debris

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 8.1 Selection of . Concessionaire /Contractor to submit a Design At all MI: Location of Field survey and Included in civil Concessionaire RPWD /CSC Dumping Sites waste/spoil disposal plan and get it Requirement, Dumping/Disposal dumping sites interaction with works cost. . approved by CSC and EA. MORT&H Sites Number of public local people. . Create controlled dumping sites with a guidelines and complaints. Review of consent non-permeable lining incorporated in the General Conditions letter pit design to avoid leachate seepage into of Contract PT: No public the soil, which may later affect ground Document complaints. water quality Consent letters for . Unproductive/wastelands shall be selected all dumping sites for dumping sites away from residential available with areas and water bodies Concessionaire . Dumping sites must be having adequate /Contractor capacity equal to the amount of debris generated. . Public perception and consent from the village Panchayats has to be obtained 8.2 Reuse and disposal of . Thebefore existing finalizing bitumen the location. surface shall be Design Requirement, Throughout the MI: Percentage of Concessionaire Included in civil construction and utilized for paving of cross roads, access MORT&H project corridor reuse of existing /Contractor records works cost. dismantled waste roads, and paving works in construction guidelines and surface material sites and camps, temporary traffic General Conditions Field observation diversions, and haulage routes. of Contract Method and location . All excavated materials from roadway, Document of disposal site of Interaction with local shoulders, verges, drains, cross drainage construction debris people will be used for backfilling embankments, filling pits, and landscaping. . Unusable and non-bituminous debris materials should be suitably disposed off PT: No public at pre-designated disposal locations, with complaint and approval of the concerned authority. consent letters for all . The bituminous wastes shall be disposed dumping sites in secure landfill sites only in available with environmentally accepted manner. For Concessionaire removal of debris, wastes and its disposal, /Contractor or CSC MORTH guidelines should be followed. . Unusable and surplus materials, as determined by the Independent Engineer, will be removed and disposed off-site.

9. Traffic Management and Safety

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 9.1 Management of . Traffic Management Plan shall be Design requirement Throughout the project MI: Traffic Review traffic Included in civil Concessionaire RPWD /CSC existing traffic and submitted by the Concessionaire and corridor especially at management plan. management plan works cost. safety /Contractor and approved by the CSC. IRC: SP: 27 - intersections. Presence/ absence Field observation of . The traffic control plans shall contain 1984,Report of safety signs, traffic management details of diversions; traffic safety Containing traffic and safety system arrangements during construction; safety Recommendation of demarcations, flag measures for night time traffic and IRC Regional men etc. on site. Interaction with precautions for transportation of Workshops on Complaints from people in vehicles hazardous materials. Timing and Highway Safety road users. using the road scheduling to be done so that IRC:SP: 32 -1988 No of accidents transportation of dangerous goods is done Road Safety for PT: No complaints. during least number of people and other Children(5-12 Years No accidents due to vehicles on the road. Old) in Construction poor traffic . The Concessionaire/Contractor will ensure Zones management. Traffic that the diversion/detour is always IRC:SP:55-2014 signs, demarcation maintained in running condition, lines etc. present in particularly during the monsoon to avoid The Building and appropriate locations disruption to traffic flow. other Construction on site . On stretches where it is not possible to workers Act 1996 pass the traffic on the part width of and Cess Act of existing carriageway, temporary paved 1996 Factories Act diversions will be constructed. 1948+Section 6 of . Restriction of construction activity to only Employer‟s one side of the existing road Requirement of Bid . The Concessionaire/Contractor shall Document inform local community of changes to traffic routes, and pedestrian access arrangements with assistance from “Independent Engineer”. . Use of adequate signage‟s to ensure traffic management and safety. Conduct of regular safety audit on safety measures. 9.2 Pedestrians, . Temporary access and diversion, with Same as above Habitation, school, MI: Presence/ Field observation Included in civil Concessionaire RPWD /CSC animal proper drainage facilities. temples, hospitals, absence of access Interaction with works cost. movement . Access to the schools, temples and other construction sites, routes for local people public places must be maintained when haulage roads, pedestrians. Road construction takes place near them. diversion sites. signage Number . Fencing wherever animal movement is of complaints expected. Nilgai active crossing from local people . Large number of box culverts has been at chainage 138.2. proposed. .All structures having vertical NIlgai crossing PT: Easy access to clearance above 2m and not catering to signpost every 3 kms schools, temples perennial flow of water may serve as uninterrupted stretch and public places. underpass for animals of uninhabited area Zero complaints

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 9.3 Safety of Workers and . Concessionaire /Contractors to Same as above Construction sites MI: Availability of Site observation Included in civil Obligation of RPWD /CSC accident risk from adopt and maintain safe working Safety gears to works cost Concessionaire construction activities practices. workers Review records on . Usage of fluorescent and retro refectory safety training and signage ,in local language at the Safety signage accidents construction sites Training records . Training to workers on safety on safety Interact with procedures and precautions. construction . Mandatory appointment of safety Number of safety workers officer/ Accident Prevention Officer related accidents . All regulations regarding safe scaffolding, ladders, working PT: Zero fatal platforms, gangway, stairwells, accidents. Zero or excavations, trenches and safe means of minor non-fatal entry and egress shall be complied with. accidents. . Provision of PPEs to workers. . Provision of a readily available first aid unit including an adequate supply of dressing materials. . The Concessionaire /Contractor will notemployanypersonbelowtheageof18ye ars . Use of hazardous materials should be minimized and/or restricted. . Emergency plan (to be approved by Independent Engineer) shall be prepared to respond to any accidents or emergencies. 9.4 Accident risk to local . Restrict access to construction sites only Same as above Construction sites MI: Safety signs Site inspection Included in civil Concessionaire RPWD /CSC community to authorized personnel. location, Incidents works cost . Physical separation must be provided of accidents Consultation with for movement of vehicular and human Complaints from local people traffic. local people . Adequate signage must be provided for PT: Zero incident safe traffic movement of accidents. Zero . Provision of temporary diversions and complaints. awareness to locals before opening new 10. Site restoration and rehabilitationconstruction fronts.

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C. Operation and Maintenance stage

1. Wildlife Movement 1.1 Anticipated risk of . Effectiveness of mitigative measures Project Requirement Nilgai active MI: Number, time, Site Observation Included in RPWD field offices/Forest vehicle-animal collision (rumble strips, informatory /cautionary crossing at chainage season, location Operation/Maint Department and human-animal conflict signage, solar street lighting, etc.) 138.2. NIlgai and cause of Discussion with enance cost recommended in design stage shall be crossing signpost collision. No of local People monitored. every 3 kms incidence of . Effectiveness of habitat enhancement uninterrupted stretch human – animal Collection of measures shall be evaluated of uninhabited area conflict. information from . RPWD to keep record of all accidents. Forestry . Fresh assessment in case of future PT: minimum Department widening vehicle –animal collisions. No of consultation done with forest department 2. Air Quality

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3. Noise 3.1 Noise due to . Effective traffic management and good Noise Pollution Sensitive receptors MI: Noise levels Noise monitoring Included in RPWD movement of riding conditions shall be maintained (Regulation and as identified in IEE as per noise rules Operation/Maint traffic . Speed limitation to 20 km/hour and Control) ,2000 enance cost honking restrictions near sensitive Rules,2000 and PT: Levels are receptors amendments equal to or below . Construction of noise barriers near thereof baseline levels Discussion with sensitive receptors with consent of local given in the IEE people at sensitive . community report receptor sites . The effectiveness of the multilayered plantation should be monitored and if need be, solid noise barrier shall be placed. . Create awareness amongst the residents about likely noise levels from road operation at different distances, the safe ambient noise limits and easy to implement noise reduction measures while constructing a building near road.

4. Land and Soil

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 4.1 Soil erosion at . Periodic checking to be carried to assess Project At bridge locations MI: Existence of On site Included in RPWD embankment during the effectiveness of the stabilization requirement and embankment soil erosion sites observation operation/mainte heavy rainfall. measures viz. turfing, stone pitching, slopes and other Number of soil nance cost river training structures etc. probable soil erosion sites . Necessary measures to be followed erosion areas. wherever there are failures PT: Zero or minimal occurrences of 5. Water resources/Flooding and Inundation soil erosion 5.1 Siltation . Regular checks shall be made for soil Project requirement Near surface Water MI: Water quality Site observation Included in RPWD erosion and turfing conditions for its bodies operation/mainte effective maintenance. PT: No turbidity of nance cost surface water bodies due to the road 5.2 Water logging due to . Regular visual checks and cleaning (at Project requirement Near surface Water MI: Presence/ Site observation Included in RPWD blockage of drains, culverts least once before monsoon) of drains IRC: SP:21-2009 bodies/cross absence of water operation/mainte or streams toensurethatflowofwaterismaintainedthro drains/side drains logging along the nance cost ughcrossdrainsandotherchannels/streams. road . Monitoring of water borne diseases due to stagnant water bodies PT: No record of overtopping/ Water 6. Flora logging 6.1 Vegetation . Planted trees, shrubs, and grasses to be Forest Conservation Project tree MI: Tree/plants Records and field Included in RPWD/Forest Department properly maintained. Act 1980 plantation sites survival rate observations. operation/mainte . The tree survival audit to be conducted at Information from nance cost least once in a year to assess the PT: Minimum rate of Forestry Department effectiveness 70% tree survival

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Environmental Remedial Measure Reference to Location Monitoring Monitoring Mitigation Costs Institutional Responsibility Issue/Component laws/guideline indicators (MI)/ Methods Implementation Supervision Performance Target (PT) 7.2 Accident risks . Traffic control measures including speed IRC:SP:55-2014 Throughout the MI: Number of Review accident Included in associated with traffic limits, will be enforced strictly. Project route accidents records operation/mainte movement. . Further encroachment of squatters Conditions and nance cost RPWD within the ROW will be prevented. existence of safety Site observations . Monitor/ensure that all safety provisions signs, rumble strips included in design and construction etc. on the road phase are properly maintained Presence/absence of . Highway patrol unit(s) for round the sensitive receptor clock patrolling. Phone booth for structures inside the accidental reporting and ambulance stipulated planning services with minimum response time for line as per relevant rescue of any accident victims, if local law possible. . Tow-way facility for the breakdown PT: Fatal and non vehicles if possible. fatal accident rate is reduced after 7.3.Transport of . Existence of spill prevention and - Throughout the MIimprovement: Status of Review of spill Included in RPWD Dangerous Goods controland emergency responsive system project stretch emergency system – prevention and operation/mainte . Emergency plan for vehicles carrying whether operational emergency response nance cost hazardous material or not plan Spill accident records PT: Fully functional emergency system

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Supplementary Appendix 1: Severely Flood-Prone Areas

CHAINAGES Length Sl No Remarks FROM TO (m) 1 137/000 138/000 1,000 Kherli Market 2 146/950 147/000 50 Aarwa village 3 148/000 150/500 2,500 Kathumar Village 4 152/900 153/300 400 Indra colony 5 154/550 154/950 400 Tassai village 6 159/000 160/700 1700 Nagar city 7 162/000 163/100 1100 Chirawal Mali 8 165/400 165/800 400 Bharuka 9 165/800 169/300 3500 Beru 10 172/150 172/450 300 Palka 11 174/000 174/050 50 Gulpada 12 177/000 178/000 1000 Punaya 13 180/100 181/800 1700 Sakari 14 183/800 184/000 200 Jhanti 15 189/000 189/750 750 Gopalgar 16 195/800 195/000 200 Pahari Total Length 15.250

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ENVIRONMENTAL MONITORING PLAN FOR KHERLI-PAHARI (SH-22)

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) Air Quality Construction PM 10 PM2.5 High volume 2 sampling per km of built Monthly Air quality 48x9000=Rs Concessionaire RPWD /CSC stage SO2, NOX, CO sampler to be up area during active standard by 432,000 through approved located 50 m from construction: Kherli CPCB monitoring agency the selected Market (2), Aarwa (2), locations in the Kathumar (6), Indra (2), downwind Tassai (2), Nagar City (4), direction. Use Chirawal Mali (4), method specified by Bharuka (2), Beru (8), CPCB Palka (2), Gulpara (2), Punaya (2), Sakari (4), Jhanti (2), Gopalgar (2), Pahari (2): Total 48

Batching and hotmix plants sampling part of SPCB annual renewalof permits Operation Representative sample 24 hr continuous, Air quality 3X9000x3 RPWD through RPWD stage each for residential, 3/year for 1 year standard by =Rs 81,000 approved commercial and (Total 3 times in a CPCB monitoring agency sensitive/forest area year baring (3 Locations)- monsoon)

Water Quality Construction Ground water: Grab sample Groundwater at Monthly for 2 years, Water quality 24x 5000x2x2 Concessionaire RPWD /SC stage (IS: 10500:1991) collected from Construction Camps 2 camps with 2 standard by = Rs 480,000 through approved and source and analyse borewells each CPCB monitoring agency Operation Surface water as per Standard Groundwater at 2 3/year for 1 year Water quality 3X4X5000 RPWD through RPWD stage criteria for Methods for locations and surface standard by =Rs 45, 000 approved freshwater Examination of water at 2 locations CPCB monitoring agency classification Water and Wastewater Noise levels Construction Equivalent Noise IS:4954-1968 as Same as air quality National 48x3000x Concessionaire RPWD/CSC stage levels on dB (A) adopted by CPCB Ambient Noise =Rs.144,000 through approved scale for day and for Identified Study Standard monitoring agency Operation night Area Built-up areas 2/year for 1 year specified in 2x3000x48 RPWD through RPWD stage CPCB/IS:4954- Environment =Rs 288,000 approved 1968Using Noise Protection Act, monitoring agency level meter 1986 Schedule S Highway 4: Kherli-Pahari Page - 398

Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs)

Soil Quality Construction NPK (ICAR As specified by the Camp, Dumping/storage Once during whole ICAR standard 14,000 Concessionaire RPWD/CSC Stage standard ) and site engineer/ areas and HMP sites construction stage through approved heavy metals Independent (2 locations) monitoring agency Engineer RPWD / Operation Oil and grease supervision At oil spillage locations Once for the first CPCB 28000 RPWD through RPWD stage consultant and other probable soil year of operation standard approved agency contamination location Soil Erosion Construction Visual check for Throughout the Project After first rain Visual Checks Included in Concessionaire RPWD/CSC Stage Soil erosion and Corridor especially at engineering cost Operation siltation River banks, bridge Once during Visual Checks Routine Engineering team of RPWD Stage locations and river operation of 1st year engineering training structures work Drainage Construction Visual Checks Throughout the Project Once in a year Included in Concessionaire' RPWD/CSC None Specific Congestion stage Corridor especially before rainy season engineering cost Operation Probable drainage Once in a year Routine RPWD Stage congestion areas before rainy season None Specific engineering work Borrow Construction Visual Checks IRC guidelines Borrow areas to be Once in a month IRC guidelines Part of the Concessionaire RPWD/CSC Areas Stage operated + Concessionaire‟ with approval from Compliance s quote RPWD Operation Visual Checks Rehabilitation asper Closed Borrow Areas Quarterly for 1 year conditions of RPWD Stage IRC guidelines SEIAA Construction Construction Hygiene, Rapid audit as per Construction Sites and Quarterly during IRC guidelines Part of the Concessionaire RPWD/CSC Sites and stage drainage Medical reporting format Camp construction period regular with approval from Labor Facilities Etc. monitoring RPWD, RPWD Camp Construction Surveillance monitoring of trees felling Throughout the Project During site As suggested Compensatory: Compensatory: RPWD/Local Forest Tree Plantation Stage Section clearance in by Forest RPWD Departments construction phase Dept. Additional Plantation: Additional Concessionaire Operation Audit for survival rate of trees plantation Throughout the Project Once in a year for Plantation: The Independent Engineer will be stage Section years Provisional sum responsible for monitoring up to the under Civil Cost Defect Liability Period in any particular stretch. After this period RPWD through Concessionaire will be responsible for monitoring Record of Construction Type, nature and cause of accidents. Throughout the stretch occurrence of As suggested Part of the Concessionaire RPWD/CSC Accident Stage Methodology as suggested by CSC and including construction accidents by PMC/SC regular

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Env. Project Stage Parameters Method/ Location Frequency and Standards Approximate Implementation Supervision Indicators Guidelines Duration cost (Rs) approved by RPWD sites, crusher, diversions, monitoring HMP, earthwork, demolition site etc. Operation Throughout the stretch occurrence of Road Safety unit of RPWD with - - stage accidents support from local police Wildlife Construction Nature and cause of collision, season, Animalcrossing locations occurrence of As suggested Civil Cost Concessionaire RPWD/CSC Vehicle Stage Month and time of collision. as identified in IEE collision by forest Collisions Operation 1. Success of road furnitures viz. rumble Animal crossing Random all through department Operation and RPWD in coordination with forest stage strip, cautionary signages etc. designed Locations as identified in the year Maintenance department or through an for safe movement IEE Cost specialized wildlife expert team 2. Nature and cause of collision, season, Month and time of collision 3. Monitoring of movement path based on informations available with forest department and local people. Monitoring Costs: INR 1.51 Million RPWD: Rajasthan State Public Works Department, NPK: Nitrogen, Phosphorous and Potassium, CSC: Construction Supervision Consultant, PMC: Project Management Consultant, IEE: Initial Environmental Examination, IRC: Indian Road Congress, SEIAA: State Environmental Impact Assessment Authority, CPCB: Central Pollution Control Board, IS: Indian Standard

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Schedule T Page - 401

SCHEDULE-T

ADB’s Safeguards Policy Statement Requirements

Protection of the The Concessionaire shall ensure that its Contractor/s comply with all Environment applicable national, provincial, and local environmental laws and regulations. The Concessionaire shall ensure that its Contractor/s shall (a) establish an operational system for managing environmental impacts, (b) carry out all of the monitoring and mitigation measures set forth in the Environmental Management Plan attached hereto as Schedule -S and (c) allocate the budget required to ensure that such measures are carried out. The Contractor shall submit [quarterly][semi-annual] reports on the carrying out of such measures to the Concessionaire . More particularly, the Concessionaire shall ensure that its Contractor/s shall comply with (i) the measures and requirements set forth in the Environmental Management Plan attached hereto as Schedule-Sand (ii) any corrective or preventative actions set out in safeguards monitoring reports that the Concessionaire will prepare from time to time to monitor implementation of the the Environmental Management Plan. The Concessionaire shall ensure that its Contractor/s shall allocate a budget for compliance with these measures, requirements and actions.”

Labour Laws The Concessionaire shall ensure that its Contractor shall not make employment decisions based upon personal characteristics unrelated to job requirements. The Contractor shall base the employment relationship upon equal opportunity and fair treatment, and shall not discriminate with respect to aspects of the employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment or retirement, and discipline.

The Concessionaire shall ensure that its Contractor shall (a) provide equal wages and benefits to men and women for work of equal value or type.”

Health and Safety The Concessionaire shall ensure that its Contractor shall conduct health and safety programs for workers employed under the project, and shall include information on the trafficking of women and the risk of sexually transmitted diseases, including HIV/AIDs in such programs

Page - 403

Child Labour The Concessionaire shall ensure that its Contractor shall not employ any child to perform any work, including work that is economically exploitative, or is likely to be hazardous to, or to interfere with, the child‟s education, or to be harmful to the child‟s health or physical, mental, spiritual, moral, or social development. “Child” means a child below the statutory minimum age of 14 (fourteen) years specified under Applicable Law.

“The Concessionaire shall ensure that the Contractor shall adequately record the condition of roads, agricultural land and other infrastructure prior to the start of transporting materials, goods and equipment, and construction.”

“ The Concessionaire shall ensure that the Contractor shall provide the Independent Engineer with a written notice of any unanticipated environmental or resettlement risks or impacts that arise during construction, implementation or operation of the plant or Permanent Works, which were not considered in the initial the Environmental Management Plan

“Upon the completion of construction, the Concessionaire shall ensure that the Contractor shall fully reinstate pathways, other local infrastructure, and agricultural land to at least their pre-project condition as recorded by the Contractor.”

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ANNEXURE-I

List of ADB Member countries

Regional members Regional members Non regional members

1 Afghanistan 25 Micronesia, Federated 1 Austria States of

2 Armenia 26 Mongolia 2 Belgium

3 Australia 27 Myanmar 3 Canada

4 Azerbaijan 28 Nauru 4 Denmark

5 Bangladesh 29 Nepal 5 Finland

6 Bhutan 30 New Zealand 6 France

7 Brunei Darussalam 31 Pakistan 7 Germany

8 Cambodia 32 Palau 8 Ireland

9 China, People's Republic 33 Papua New Guinea 9 Italy of

10 Cook Islands 34 Philippines 10 Luxembourg

11 Fiji 35 Samoa 11 The Netherlands

12 Georgia 36 Singapore 12 Norway

13 Hong Kong, China 37 Solomon Islands 13 Portugal

14 India 38 Sri Lanka 14 Spain

15 Indonesia 39 Taipei,China 15 Sweden

16 Japan 40 Tajikistan 16 Switzerland

17 Kazakhstan 41 Thailand 17 Turkey

18 Kiribati 42 Timor-Leste 18 United Kingdom

19 Korea, Republic of 43 Tonga 19 United States

20 Kyrgyz Republic 44 Turkmenistan

21 Lao PDR 45 Tuvalu

22 Malaysia 46 Uzbekistan

23 Maldives 47 Vanuatu

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24 Marshall Islands 48 Viet Nam

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Appendices

Page - 407

Page - 408

Page - 409

APPENDIX-I LIST OF BID-SPECIFIC PROVISIONS£4

A. Provisions with currency-based footnotes

Footnotes with “£” sign

1. Clause 23.1: Project Cost. 2. Concession Agreement: Signature page. 3. Schedule-O: Escrow Agreement: Signature page. 4. Schedule-R: Substitution Agreement: Signature page. 5. Appendix-I: List of Bid-specific provisions.

Note: The above footnotes marked “£” shall be removed prior to execution of the Concession Agreement.

Footnotes with “$” sign

1. Heading of the Concession Agreement. 2. Clause 16.5.1: Power of the Authority to undertake works. 3. Schedule-J: Completion Certificate: Provisional Certificate.

Note: Non-numerical footnotes marked “$” shall not be deleted. They shall remain in the Concession Agreement to be executed between the Parties.

B. Provisions where curly brackets are used

1. Recitals: Recitals B, D, E, F and G. 2. Clause 4.1.3 (g): Conditions Precedent. 3. Clause 7.1 (c), (g), (k), (I) and (p): Representations and warranties of the Concessionaire. 4. Clause 8.1.2: Disclaimer. 5. Clause 41.14(a) and (b): Notices. 6. Clause 42.1: Definitions of Associate, Bid, Change in Ownership, Joint Venture and Joint Venture Member.

C. Provisions with blank spaces

1. Recitals: First line, Recitals 2, B, D and F. 2. Clause 23.1: Project Cost. 3. Concession Agreement: Signature page.

£ This Appendix-I contains a list of provisions that would need to be suitably modified for reflecting bid-specific provisions after the Concessionaire has been selected. This Appendix-I may be included in the draft Concession Agreement forming part of the bid documents. It may however, be deleted when the Concession Agreement is to be executed.

Appendix-I Page - 410

Note: All blank spaces in Schedules shall be retained in the Concession Agreement to be executed between the Parties. These shall be filled up as and when the format of the respective Schedule is used. Note: The Table of the Contents may also be suitably modified to reflect omission(s) and/or re- numbering of Bid-specific provisions

Appendix-I Page - 411

Appendix-II Page - 412