addendum for delhi-yamunotri road · addendum in context of prebid meeting held on 21/11/2010 in...

ADDENDUM IN CONTEXT OF PREBID MEETING HELD ON 21/11/2010 IN DCA ENCLOSED WITH BID DOCUMENTS FOR DELHISAHARANPURYAMUNOTRI ROAD

Annex - I

(Schedule-A)

Site for Four-Laning

Provision in DCA Revised Addendum

1. Site

The Site of the Four-Lane divided Project Highway comprises the section of State Highway 57 commencing from Km 10.911 to Km 217.00 i.e. the Delhi-Saharanpur-Yamunotri (upto Uttarakhand border) section in the State of Uttar Pradesh. The land, carriageway and structures comprising the Site are

described below.

2. Land

1. The Site of the Project Highway comprises the land described below:

S. No.

Chainage (In Km)

Total ROW (In m )

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 15.00 16.00 15.40

2 20.00 21.00 20.60

3 30.00 31.00 27.00

4 40.00 41.00 23.00

5 45.00 46.00 19.50

6 50.00 51.00 24.00

7 55.00 56.00 24.10

8 65.00 66.00 24.50

9 75.00 76.00 25.70

10 80.00 81.00 25.70

11 85.00 86.00 24.50

12 90.00 91.00 28.70

13 100.00 101.00 29.00

14 105.00 106.00 26.80

15 110.00 111.00 30.00

16 135.00 136.00 27.00

17 150.00 151.00 29.40

18 180.00 181.00 25.30

19 205.00 206.00 29.60

2.

3. Carriageway

The present carriageway of the Project Highway is a 2-lane undivided carriageway with earthen shoulders in its entire length, except for the 4 lane sections falling under urban stretches which are described below.

S. No.

Chainage (In Km)

Length (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 10.91 20.00 9089 Loni

1. Site

The Site of the Four-Lane divided Project Highway comprises the section of State Highway 57 commencing from Km 10.911 to Km 217.00 i.e. the Delhi-Saharanpur-Yamunotri (upto Uttarakhand border) section in the State of Uttar Pradesh. The land, carriageway and structures comprising the Site are

described below.

2. Land

32. The Site of the Project Highway comprises the land described below:

S. No.

Chainage (In Km) Total ROW (In m )

Remarks, if any From To

(1) (2) (3) (4) (5)

20.00 21.00 20.60

30.00 31.00 27.00

40.00 41.00 23.00

45.00 46.00 19.50

50.00 51.00 24.00

55.00 56.00 24.10

65.00 66.00 24.50

75.00 76.00 25.70

80.00 81.00 25.70

85.00 86.00 24.50

90.00 91.00 28.70

105.00 106.00 26.80

135.00 136.00 27.00

150.00 151.00 29.40

180.00 181.00 25.30

205.00 206.00 29.60

206.70 217.00 15.00

33.

34.

3. Carriageway

The present carriageway of the Project Highway is a 2-lane undivided carriageway with earthen shoulders in its entire length, except for the 4 lane sections falling under urban stretches which are described below.

S. No.

Chainage (In Km)

Length (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 10.91 20.00 9089 Loni

2 38.70 39.10 400 Baghpat

2 38.70 39.10 400 Baghpat

3 56.50 57.40 900 Baraut

4 99.30 99.70 400 Shamli

5 162.00 164.00 2000 Saharanpur

4. Major Bridges

The Site includes the following Major Bridges:

S. No.

Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

1 184.700 Slab 7 X 16 6.3

2 189.500 Slab 3 X 24 7.5

3 201.100 Slab 8 X 8.8 6.8

3.

4.

5. Railway Over Bridges

The Site includes the following Railway Over Bridges:

S.No. Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

1 162.700 RCC

GIRDER 1X35 7.5

5.

6. Grade Separators

The Site includes the following Grade Separators:

S. No

Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

- - - - -

6.

7. Minor Bridges

The Site includes the following Minor Bridges:

S. No.

Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

1 11.400 Minor Bridge 2 X 4.25 7.5

2 45.600 Minor Bridge 1 X 6.25 7.2

3 55.600 Minor Bridge 3 X 7 7.0

4 63.700 Minor Bridge 1 X 6.6 7.0

5 66.400 Minor Bridge 2 X 5.6 7.0

6 71.400 Minor Bridge 3 X 3.5 7.0

7 73.520 Minor Bridge 1 X 6.5 7.0

8 85.900 Minor Bridge 2 X 3.1 7.0

9 96.100 Minor Bridge 1 X 9 7.0

10 107.000 Minor Bridge 1 X 17 7.0

11 127.400 Minor Bridge 3 X 8.6 7.0

12 131.200 Minor Bridge 3 X 6 7.0

13 135.500 Minor Bridge 3 X 8.9 7.4

14 145.900 Minor Bridge 2 X 6 10.9

3 56.50 57.40 900 Baraut

4 99.30 99.70 400 Shamli

5 162.00 164.00 2000 Saharanpur

4. Major Bridges

The Site includes the following Major Bridges:

S. No.

Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

1 184.700 Slab 7 X 16 6.3

2 189.500 Slab 3 X 24 7.5

3 201.100 Slab 8 X 8.8 6.8

35.

36.

5. Railway Over Bridges

The Site includes the following Railway Over Bridges:

S.No. Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

1 162.700 RCC

GIRDER 1X35 7.5

37.

6. Grade Separators

The Site includes the following Grade Separators:

S. No

Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

- - - - -

38.

7. Minor Bridges

The Site includes the following Minor Bridges:

S. No.

Chainage (In Km)

Type of Structure

No. of Spans

Width (In m)

(1) (2) (3) (4) (5)

1 11.400 Minor Bridge 2 X 4.25 7.5

2 45.600 Minor Bridge 1 X 6.25 7.2

3 55.600 Minor Bridge 3 X 7 7.0

4 63.700 Minor Bridge 1 X 6.6 7.0

5 66.400 Minor Bridge 2 X 5.6 7.0

6 71.400 Minor Bridge 3 X 3.5 7.0

7 73.520 Minor Bridge 1 X 6.5 7.0

8 85.900 Minor Bridge 2 X 3.1 7.0

9 96.100 Minor Bridge 1 X 9 7.0

10 107.000 Minor Bridge 1 X 17 7.0

11 127.400 Minor Bridge 3 X 8.6 7.0

12 131.200 Minor Bridge 3 X 6 7.0

13 135.500 Minor Bridge 3 X 8.9 7.4

14 145.900 Minor Bridge 2 X 6 10.9

15 151.500 Minor Bridge 3 X 3.8 7.2

15 151.500 Minor Bridge 3 X 3.8 7.2

16 164.200 Minor Bridge 2 X 5.8 7.5

17 182.800 Minor Bridge 3 X 7.2 7.7

18 184.400 Minor Bridge 2 X 16.5 7.5

19 192.300 Minor Bridge 5 X 7.4 4.3

7.

8. Total number of structures

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

9. (a) No. of Major Bridges - 03

10. (b) No. of Railway Over Bridges - 01

11. (c) No. of Grade Separators - Nil

12. (d) No. of Minor Bridges - 19

13. (e) No. of Vehicular and Non Vehicular

14. Underpasses - Nil

15. (f) No. of Arch Culverts - 139

16. (g) No. of Pipe Culverts - 116

17. (h) No. of Slab Culverts - 125

18.

9. Bus bays and Truck Lay byes

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

20. [(a) No. of Bus bays on LHS - 32

21. (b) No. of Bus bays on RHS - 35

22. (c) No. of Truck lay-byes on LHS- Nil**

23. (d) No. of Truck lay-byes on RHS- Nil**

24. 10. Permanent Bridge, Bye Pass or Tunnel costing Rs. 10 crore or more

25. The Site includes the following permanent bridge/ bypass/ tunnel which was constructed at the cost noted below:

26. [(a) Bridge

27. Nil

28. (b) Bypass

29. Nil

30. (c) Tunnel

31. Nil

16 164.200 Minor Bridge 2 X 5.8 7.5

17 182.800 Minor Bridge 3 X 7.2 7.7

18 184.400 Minor Bridge 2 X 16.5 7.5

19 192.300 Minor Bridge 5 X 7.4 4.3

39.

8. Total number of structures

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

41. (a) No. of Major Bridges - 03

42. (b) No. of Railway Over Bridges - 01

43. (c) No. of Grade Separators - Nil

44. (d) No. of Minor Bridges - 19

45. (e) No. of Vehicular and Non Vehicular

46. Underpasses - Nil

47. (f) No. of Arch Culverts - 139

48. (g) No. of Pipe Culverts - 116

49. (h) No. of Slab Culverts - 125

50. (i) Unidentified/Choked Culverts- 09

51. 9. Bus bays and Truck Lay byes

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

53. [(a) No. of Bus bays on LHS - 32

54. (b) No. of Bus bays on RHS - 35

55. (c) No. of Truck lay-byes on LHS- Nil**

56. (d) No. of Truck lay-byes on RHS- Nil**

57. 10. Permanent Bridge, Bye Pass or Tunnel costing Rs. 10 crore or more

58. The Site includes the following permanent bridge/ bypass/ tunnel which was constructed at the cost noted below:

59. [(a) Bridge

60. Nil

61. (b) Bypass

62. Nil

63. (c) Tunnel

64. Nil

SCHEDULE – B

(See Clause 2.1)

DEVELOPMENT OF THE PROJECT HIGHWAY


1 Development of the Project Highway

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

1 Development of the Project Highway

Development of the Project Highway shall include construction of Four-Lane from Ch. Km.10.911 to Ch. Km. 206.7 and Two-Lane with paved Shoulder from Ch. Km.206.7 to Ch. Km. 217.0 Project Highway comprises

the section of State Highway 57 i.e. the Delhi-Saharanpur-Yamunotri (upto Uttarakhand border) section in the State of Uttar Pradesh as described in this Schedule-B and in Schedule-C.

2 Four-Laning

2.1 Four-Laning shall include the Four-Lane Project Highway as described in Annex-I of this Schedule-B and Annex-I of Schedule-C.

2.2 Four-Laning shall be completed by the Concessionaire in conformity with the Specifications and Standards set forth in Annex-I of Schedule-D.

2 Four-Laning and Two laning with Paved Shoulder

Four-Laning and Two-Laning with paved shoulder shall include the Project Highway as described in Annex-I of this Schedule-B and Annex-I of Schedule-C and shall be completed by the Concessionaire in conformity with the Specifications and Standards set forth in Annex-I of

Schedule-D.

Annex - I

(Schedule-B)

Description of Four-Laning


1 Width of Carriageway

1.1 The paved carriageway shall be 17 metres wide:

Provided that in the following urban stretches, the width of carriageway shall be:

S.No Name of Township Location (chainage) Width

[Provide details here]

1.2 Except as otherwise provided in this Agreement, the width of the paved carriageway shall conform to Clause 1.1 above.

1 Width of Carriageway

The paved carriageway shall be 17 metres wide (Excluding the

median).

Provided that in the following stretches, the width of carriageway shall be:

S.No. Name of Township Location (chainage) Width

1 - 206.700- 217.000 10 m

2 Project Facilities

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


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

3 Specifications and Standards

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

3 Specifications and Standards

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

4 Other features of Four Laning

4.1 Provision of new utilities

(Refer paragraph 1.17 of the Manual)

4.1.1 The Project Highway may involve shifting of existing utilities such as electric lines, telephone lines, lamp posts and hand pumps. These shall be undertaken in accordance with the

provisions of Clause 11.3 of this Agreement.

4.1.2 The new utilities which are to be provided in pursuance of the provisions of Clause 11.3 of this Agreement are specified below:

S.

No.

Type of utility

Description

of utility

Remarks,

if any

(1)

(2)

(3) (4)

- - - -

4.2 Sections passing through built up areas

4 Other features of Four Laning

4.1 Provision of new utilities


4.1.1 The Project Highway may involve shifting of existing utilities such as electric lines, telephone lines, lamp posts and hand pumps. These shall be undertaken in accordance with the

provisions of Clause 11.2 of this Agreement.

4.1.2 In addition to shifting of the utilities as specified in paragraph 4.1.1 above, the Concessionaire shall provide the following new utilities along or across the Project Highway:

S.

No.

Type of utilityDescription of utility

Remarks, if any

(1) (2) (3) (4)

- - - -

4.2 Sections passing through built up areas

(Refer paragraph 1.19.2 of the Manual)


Sections of the Project Highway situated in built up areas shall conform to the relevant provisions of the Manual. For this purpose, the built up areas shall mean and include all the

municipal areas. In addition, the built-up areas shall also include the following:

S. No.

Chainage (In Km)

Total Length (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 10.911 13.000 2089 Gokulpuri

2 13.000 15.000 2000 Jawahar nagar

3 15.000 16.000 1000 Karawal nagar

4 16.000 18.000 2000 Loni

5 18.000 18.800 800 Puja colony

6 18.800 20.600 1800 Panch lok

7 20.600 21.000 400 Panch lok

8 21.600 22.000 400 Manawala

9 22.600 24.000 1400 Mandola village

10 25.000 26.000 1000 Khekda

11 27.000 28.200 1200 Masoori

12 28.700 29.000 300 Pathshala

13 29.100 30.000 900 Aakoda

14 31.000 31.500 500 Mau

15 32.000 32.700 700 Nangla

16 32.700 33.300 600 Katha

17 34.500 35.000 500 Palee

18 38.000 40.200 2200 Baghpat

19 40.700 41.700 1000 Sisana

20 42.800 43.300 500 Niwara

21 43.300 44.000 700 Goripur

22 48.000 49.600 1600 Sarurpur

23 51.000 51.400 400 Todhi

24 52.900 53.800 900 Badoli

25 54.000 54.600 600 Sahpur Badoli

26 55.000 59.400 4400 Baraut

27 61.000 62.700 1700 Bawali

28 68.000 69.000 1000 Kishanpur Barai

29 69.000 69.400 400 Kishanpur Barai

30 71.600 71.900 300 Ramlala

31 77.600 78.800 1200 Elm

32 83.000 83.600 600 Khandhla

33 87.000 87.600 600 Jasala

34 88.500 88.900 400 Panjokara

35 94.700 95.900 1200 Lilon

36 95.900 97.000 1100 Karmukhedi

37 97.000 101.000 4000 Shamli

38 107.000 107.350 350 Sikka

39 112.350 113.250 900 Harad Phathepur

40 116.000 116.300 300 Thanabhawan

41 117.000 119.000 2000 Thanabhawan

42 120.900 121.800 900 Jallalabad

43 130.900 133.600 2700 Nanuta

44 142.400 144.100 1700 Rampur

45 150.200 151.000 800 Jandheda

46 156.000 157.000 1000 Chunetigada

47 157.600 159.000 1400 Mawaikala

48 159.000 166.000 7000 Saharanpur

49 166.000 167.300 1300 Rasulpur

50 167.300 168.000 700 Najirapur

51 169.600 170.200 600 Devala

52 173.000 174.000 1000 Maheshwari Khurd

53 177.100 177.800 700 Tajapura

54 180.000 181.100 1100 Babailpur Buzurg

55 183.150 184.700 1550 Kalsia

56 187.400 188.800 1400 Behat

57 194.450 195.000 550 Jatowala

58 195.000 195.400 400 PatheUllapur

59 197.000 197.300 300 Khushalpur

60 198.000 199.400 1400 Mirjapur

61 205.700 206.200 500 Mayapur

62 206.200 206.700 500 Badshahibad

Sections of the Project Highway which are situated in built up areas shall conform to the relevant provisions of the Manual in respect of built up areas. For this purpose, the built up areas shall mean and include all the municipal areas. In addition, the built-up areas shall also include the following:

S.No.

Chainage Total

Length (In m) Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5)

1 10.911 13.000 2089 Gokulpuri

2 13.000 15.000 2000 Jawahar nagar

3 15.000 16.000 1000 Karawal nagar

4 16.000 18.000 2000 Loni

5 18.000 18.800 800 Puja colony

6 18.800 20.600 1800 Panch lok

7 20.600 21.000 400 Panch lok

8 21.600 22.000 400 Manawala

9 22.600 24.000 1400 Mandola village

10 25.000 26.000 1000 Khekda

11 27.000 28.200 1200 Masoori

12 28.700 29.000 300 Pathshala

13 29.100 30.000 900 Aakoda

14 31.000 31.500 500 Mau

15 32.000 32.700 700 Nangla

16 32.700 33.300 600 Katha

17 34.500 35.000 500 Palee

18 38.000 40.200 2200 Baghpat

19 40.700 41.700 1000 Sisana

20 42.800 43.300 500 Niwara

21 43.300 44.000 700 Goripur

22 48.000 49.600 1600 Sarurpur

23 51.000 51.400 400 Todhi

24 52.900 53.800 900 Badoli

25 54.000 54.600 600 Sahpur Badoli

26 55.000 59.400 4400 Baraut

27 61.000 62.700 1700 Bawali

28 68.000 69.000 1000 Kishanpur Barai

29 69.000 69.400 400 Kishanpur Barai

30 71.600 71.900 300 Ramlala

31 77.600 78.800 1200 Elm

32 83.000 83.600 600 Khandhla

4.3 Six - Laning

(Refer paragraphs 1.20 and 2.1(ii)(a) of the Manual)

4.3.1 The Concessionaire shall provide a Six - Lane divided carriageway in all built-up areas. It shall also undertake Six - Laning when the total traffic exceeds the design capacity specified in Clause 29.2.3 of the Agreement.

4.3.2 Notwithstanding the provisions of Paragraph 4.3.1 above, sections of the Project Highway in built-up areas where the requirement of

Six - Laning is dispensed with are as follows:

S. No.

Chainage (In Km)

Total Length (In m)

Remarks, if any From

To

(1) (2) (3) (4) (5)

- - - - -

4.4 Construction of Bypasses

33 87.000 87.600 600 Jasala

34 88.500 88.900 400 Panjokara

35 107.000 107.350 350 Sikka

36 112.350 113.250 900 Harad Phathepur

37 116.000 116.300 300 Thanabhawan

38 117.000 119.000 2000 Thanabhawan

39 120.900 121.800 900 Jallalabad

40 130.900 133.600 2700 Nanuta

41 142.400 144.100 1700 Rampur

42 150.200 151.000 800 Jandheda

43 173.000 174.000 1000 Maheshwari Khurd

44 177.100 177.800 700 Tajapura

45 180.000 181.100 1100 Babailpur Buzurg

46 183.150 184.700 1550 Kalsia

47 187.400 188.800 1400 Behat

48 194.450 195.000 550 Jatowala

49 195.000 195.400 400 PatheUllapur

50 197.000 197.300 300 Khushalpur

51 198.000 199.400 1400 Mirjapur

52 205.700 206.200 500 Mayapur

53 206.200 206.700 500 Badshahibad

4.3 Six –Laning

Refer clause 29.2.3 of this agreement, whenever an average daily

traffic of 60000 which is design capacity of this four-lane project is reached, thus necessitating up-gradation to six-lanes, the provision of the said clause 29.2.3 shall be invoked.

4.4 Construction of Bypasses

(Refer paragraph 2.1(ii)(b) of the Manual)

The Concessionaire shall construct the bypass (es) on the Site described in Schedule - A and in accordance with the particulars specified below.

S. No.

Name of Town

Chainage

Length (In Km)

ROW(In m)

Remarks, if any

From To

(1) (2) (3) (4) (5) (6) (7)

1 Shamli 93.400 102.470 9.147 45

2 Saharanpur 155.400 170.200 18.762 45

4.5 Exceptions for geometric improvements

(Refer paragraph 2.1(v) of the Manual)

The Concessionaire shall adhere to the prescribed standards for improving the existing road geometrics which are deficient with respect to the minimum requirements, subject to the availability of ROW. However, where additional land can not be procured, the Concessionaire shall improve the geometrics to the extent feasible within the existing ROW. The locations where sufficient ROW can not be provided for improving the geometrics to the minimum

requirement in accordance with the Manual are specified below:

S. No.

Name of town/ village

Chainage (In Km)

Existing ROW (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5) (6)

- - - - - -

4.6 Minimum design speed


The Concessionaire shall adopt ruling design speed for designing the respective sections of the Project Highway in conformity with the provisions of the Manual. Minimum design speed shall be adopted only where the site conditions are restrictive and adequate ROW is not available. Sections of the Project Highway

where only the minimum design speed is to be adopted in accordance with paragraph 2.2 of the Manual are specified below:

S. No.

Chainage (In Km) Length (In m)

Remarks, if any

From To

(1) (2) (3) (4)

(5)

1 0.656 0.696 41

2 8.393 8.444 50

3 27.836 27.860 24

4 30.049 30.108 59

5 30.190 30.244 54

6 30.342 30.377 35

7 30.454 30.518 64

8 42.030 42.111 81

9 42.448 42.546 97

10 42.819 43.010 191


The Concessionaire shall construct the bypass (es) on the Site described in Schedule - A and in accordance with the particulars specified below.

S. No.

Name of Town

Chainage Length

(In Km)

ROW(In m)

Remarks,if any

From (Km)

To (Km)

(1) (2) (3) (4) (5) (6) (7)

1 Shamli 93.400 102.470 9.147 45

2 Saharanpur 155.400 170.200 18.762 45

4.5 Exceptions for geometric improvements


The Concessionaire shall adhere to the prescribed standards for

improving the existing road geometrics which are deficient with respect to the minimum requirements, subject to the availability of ROW. However, where additional land cannot be procured, the Concessionaire shall improve the geometrics to the extent feasible within the existing ROW. The locations where sufficient ROW cannot be provided for improving the geometrics to the minimum requirement in accordance with the Manual are specified below:

S. No.

Name of

town/village

Chainage

Existing ROW (In m)

Remarks, ifany From

(Km) To

(Km)

(1) (2) (3) (4) (5) (6)

1 - 206.7 217.0 15.00 Hilly terrain

4.6 Minimum design speed


The Concessionaire shall adopt ruling design speed for

designing the respective sections of the Project Highway in conformity with the provisions of the Manual. Minimum design speed shall be adopted only where the site conditions are restrictive and adequate ROW is not available. Sections of the Project Highway where only the minimum design speed is to be adopted in accordance with paragraph 2.2 of the Manual are specified below:

S. No

Chainage(Km)

Length Remarks,

if any From To

1 27.000 28.200 1.200

2 66.100 66.300 0.200

3 68.000 69.400 1.400

4 79.000 79.150 0.150

5 83.000 83.700 0.700

6 117.000 121.800 4.800

7 154.400 155.000 0.600

8 173.000 174.000 1.000

9 182.900 185.000 2.100

10 187.400 188.800 1.400

11 191.400 192.000 0.600

11 43.310 43.457 147

12 45.094 45.193 99

13 45.887 45.920 33

14 46.105 46.198 94

15 46.643 46.847 204

16 47.620 47.827 207

17 49.990 50.088 98

18 50.742 51.112 370

19 51.803 51.924 121

20 56.771 56.848 77

21 57.981 58.044 63

22 58.304 58.332 29

23 58.459 58.484 25

24 59.395 59.430 35

25 60.055 60.158 103

26 60.346 60.406 60

27 64.487 64.796 308

28 65.542 65.583 40

29 66.500 66.546 46

30 66.665 66.721 56

31 67.221 67.309 87

32 67.465 67.491 26

33 67.906 67.927 21

34 72.312 72.438 125

35 73.233 73.261 28

36 74.417 74.452 34

37 75.859 75.945 85

38 94.962 95.021 59

39 95.156 95.189 33

40 96.495 96.509 14

41 105.934 105.969 35

42 107.605 107.705 100

43 108.665 108.723 58

44 110.006 110.188 182

45 110.615 110.892 277

46 112.298 112.327 29

47 114.006 114.113 107

48 114.198 114.227 29

49 114.366 114.431 66

50 114.692 114.752 60

51 121.220 121.291 71

52 131.794 131.890 96

53 132.460 132.526 67

54 132.704 132.765 61

55 136.267 136.395 129

12 206.700 217.000 10.300 Hilly

Terrain

56 138.629 138.702 73

57 138.796 138.894 98

58 139.299 139.371 72

59 142.277 142.313 36

60 142.810 142.841 31

61 143.051 143.137 86

62 143.408 143.450 42

63 163.844 163.911 68

64 164.162 164.236 74

65 168.721 168.739 18

66 168.997 169.034 37

67 169.151 169.185 34

68 169.539 169.553 14

69 170.347 170.419 72

70 171.742 171.864 122

71 172.213 172.399 186

72 172.670 172.687 17

73 172.807 172.850 43

74 175.177 175.213 36

75 175.929 175.975 47

76 177.133 177.260 127

77 181.226 181.271 44

78 181.448 181.552 104

79 189.144 189.234 90

80 189.924 189.964 40

81 190.091 190.153 62

4.7 Land to be acquired


The Right of Way (“ROW”) for the Project Highway shall be procured in accordance with the provisions of Article 10 and Schedule-A of the Agreement. The land to be acquired for the ROW is specified below:

S. No.

Chainage (In Km) ROW

required (In m)

ROW available

(In m)

ROW to be

acquired

(In m)

Remarks, if any

From To

(1) (2) (3) (4) (5) (6) (7)

1 15.00 16.00 30.0 15.4 14.6

2 20.00 21.00 30.0 20.6 9.4

3 30.00 31.00 30.0 27.0 3.0

4 40.00 41.00 30.0 23.0 7.0

5 45.00 46.00 30.0 19.5 10.5

6 50.00 51.00 30.0 24.0 6.0

7 55.00 56.00 30.0 24.1 5.9

4.7 Land to be acquired


The Right of Way (“ROW”) for the Project Highway shall be procured in accordance with the provisions of Article 10 and Schedule-A of the Agreement. The land to be acquired for the ROW is specified below:

S. No.

Chainage

ROW required

(In m)

ROW available

(In m)

ROW to be

acquired(In m)

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5) (6) (7)

20.00 21.00 30.0 20.6 9.4

30.00 31.00 30.0 27.0 3.0

40.00 41.00 30.0 23.0 7.0

45.00 46.00 30.0 19.5 10.5

50.00 51.00 30.0 24.0 6.0

55.00 56.00 30.0 24.1 5.9

65.00 66.00 30.0 24.5 5.5

8 65.00 66.00 30.0 24.5 5.5

9 75.00 76.00 30.0 25.7 4.3

10 80.00 81.00 30.0 25.7 4.3

11 85.00 86.00 30.0 24.5 5.5

12 90.00 91.00 30.0 28.7 1.3

13 100.00 101.00 30.0 29.0 1.0

14 105.00 106.00 30.0 26.8 3.2

15 110.00 111.00 30.0 30.0 0.0

16 135.00 136.00 30.0 27.0 3.0

17 150.00 151.00 30.0 29.4 0.6

18 180.00 181.00 30.0 25.3 4.7

19 205.00 206.00 30.0 29.6 0.4

4.8 Median


The type and width of the median in various sections on the Project Highway are specified below:

S. No.

Type of

section

Chainage (In Km) Raised/

Depressed Width (In m)

Remarks,if any

From To

(1) (2) (3) (4) (5) (6) (7)

1 Plain 10.911 21.500 Raised 1.2

2 Plain 21.500 22.350 Raised 4.5

3 Plain 22.350 25.900 Raised 1.2

4 Plain 25.900 27.100 Raised 4.5

5 Plain 27.100 29.300 Raised 1.2

6 Plain 29.300 30.750 Raised 4.5

7 Plain 30.750 33.500 Raised 1.2

8 Plain 33.500 34.550 Raised 4.5

9 Plain 34.550 44.000 Raised 1.2

10 Plain 44.000 44.150 Raised 4.5

11 Plain 44.150 49.800 Raised 0.6

12 Plain 49.800 51.100 Raised 4.5

13 Plain 51.100 51.450 Raised 1.2

14 Plain 51.450 52.850 Raised 4.5

15 Plain 52.850 59.450 Raised 1.2

16 Plain 59.450 60.850 Raised 4.5

17 Plain 60.850 62.950 Raised 1.2

18 Plain 62.950 67.850 Raised 4.5

19 Plain 67.850 69.500 Raised 1.2

20 Plain 69.500 70.950 Raised 4.5

21 Plain 70.950 78.900 Raised 1.2

22 Plain 78.900 82.950 Raised 4.5

23 Plain 82.950 83.800 Raised 1.2

24 Plain 83.800 88.350 Raised 4.5

25 Plain 88.350 89.050 Raised 1.2

26 Plain 89.050 106.850 Raised 4.5

27 Plain 106.850 107.950 Raised 1.2

28 Plain 107.950 112.450 Raised 4.5

29 Plain 112.450 113.400 Raised 1.2

30 Plain 113.400 116.650 Raised 4.5

31 Plain 116.650 119.350 Raised 1.2

32 Plain 119.350 120.900 Raised 4.5

33 Plain 120.900 122.850 Raised 1.2

34 Plain 122.850 130.850 Raised 4.5

35 Plain 130.850 133.500 Raised 1.2

36 Plain 133.500 142.250 Raised 4.5

37 Plain 142.250 145.600 Raised 1.2

38 Plain 145.600 147.850 Raised 4.5

39 Plain 147.850 148.550 Raised 1.2

40 Plain 148.550 150.300 Raised 4.5

41 Plain 150.300 151.600 Raised 1.2

75.00 76.00 30.0 25.7 4.3

80.00 81.00 30.0 25.7 4.3

85.00 86.00 30.0 24.5 5.5

90.00 91.00 30.0 28.7 1.3

105.00 106.00 30.0 26.8 3.2

135.00 136.00 30.0 27.0 3.0

150.00 151.00 30.0 29.4 0.6

180.00 181.00 30.0 25.3 4.7

205.00 206.00 30.0 29.6 0.4

4.8 Median


The type and width of the median in various sections on the Project Highway are specified below:

S. No.

Type of

section

Chainage Raised/

Depressed Width(In m)

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5) (6) (7)

Plain 10.911 16.200 - - Flyover

Plain 16.200 21.500 Raised 1.2

Plain 21.500 22.350 Raised 4.5

Plain 22.350 25.900 Raised 1.2

Plain 25.900 27.100 Raised 4.5

Plain 27.100 29.300 Raised 1.2

Plain 29.300 30.750 Raised 4.5

Plain 30.750 33.500 Raised 1.2

Plain 33.500 34.550 Raised 4.5

Plain 34.550 44.000 Raised 1.2

Plain 44.000 44.150 Raised 4.5

Plain 44.150 49.800 Raised 0.6

Plain 49.800 51.100 Raised 4.5

Plain 51.100 51.450 Raised 1.2

Plain 51.450 52.850 Raised 4.5

Plain 52.850 59.450 Raised 1.2

Plain 59.450 60.850 Raised 4.5

Plain 60.850 62.950 Raised 1.2

Plain 62.950 67.850 Raised 4.5

Plain 67.850 69.500 Raised 1.2

Plain 69.500 70.950 Raised 4.5

Plain 70.950 78.900 Raised 1.2

Plain 78.900 82.950 Raised 4.5

Plain 82.950 83.800 Raised 1.2

Plain 83.800 88.350 Raised 4.5

Plain 88.350 89.050 Raised 1.2

Plain 89.050 106.850 Raised 4.5

Plain 106.850 107.950 Raised 1.2

Plain 107.950 112.450 Raised 4.5

Plain 112.450 113.400 Raised 1.2

Plain 113.400 116.650 Raised 4.5

Plain 116.650 119.350 Raised 1.2

Plain 119.350 120.900 Raised 4.5

Plain 120.900 122.850 Raised 1.2

Plain 122.850 130.850 Raised 4.5

Plain 130.850 133.500 Raised 1.2

Plain 133.500 142.250 Raised 4.5

Plain 142.250 145.600 Raised 1.2

Plain 145.6 00 147.850 Raised 4.5

Plain 147.850 148.550 Raised 1.2

Plain 148.550 150.300 Raised 4.5

42 Plain 151.600 172.500 Raised 4.5

43 Plain 172.500 175.950 Raised 1.2

44 Plain 175.950 177.100 Raised 4.5

45 Plain 177.100 177.800 Raised 1.2

46 Plain 177.800 180.100 Raised 4.5

47 Plain 180.100 181.100 Raised 1.2

48 Plain 181.100 183.180 Raised 4.5

49 Plain 183.180 185.330 Raised 1.2

50 Plain 185.330 187.300 Raised 4.5

51 Plain 187.300 188.750 Raised 1.2

52 Plain 188.750 191.650 Raised 4.5

53 Plain 191.650 192.910 Raised 1.2

54 Plain 192.910 194.460 Raised 4.5

55 Plain 194.460 195.860 Raised 1.2

56 Plain 195.860 196.860 Raised 4.5

57 Plain 196.860 197.270 Raised 1.2

58 Plain 197.270 197.920 Raised 4.5

59 Plain 197.920 199.410 Raised 1.2

60 Plain 199.410 205.650 Raised 4.5

61 Hilly 205.650 216.294 Raised 1.2

4.9 Horizontal Curves


The radii of horizontal curves on the Project Highway shall be in

conformity with the provisions of paragraph 2.9.4 of the Manual. Sections of the Project Highway where the radii of horizontal curves may be less than the desirable minimum specified in Table 2.6 of the Manual, but not less than the absolute minimum specified therein are described below:

S. No.

Chainage Absolute minimum

Radius (In m)

Remarks, if any

From (In Km)

To (In Km)

(1) (2) (3) (4) (5)

1 42.030 42.111 255

2 42.448 42.546 255

3 42.819 43.010 350

4 43.310 43.457 300

5 45.094 45.193 300

6 45.887 45.920 255

7 46.105 46.198 255

8 46.643 46.847 300

9 47.620 47.827 300

10 49.990 50.088 300

11 50.742 51.112 330

12 51.803 51.924 250

13 55.301 55.346 360

14 57.660 57.812 250

15 60.055 60.158 300

16 60.346 60.406 320

17 66.665 66.721 360

18 67.465 67.491 250

19 70.980 70.986 250

20 74.417 74.452 360

21 78.991 79.031 350

22 81.085 81.146 360

23 82.601 82.743 250

24 107.238 107.248 250

25 107.605 107.705 300

26 109.119 109.323 250

27 109.451 109.581 250

28 110.006 110.188 250

29 110.615 110.892 250

30 114.366 114.431 250

31 114.692 114.752 250

Plain 150.300 151.600 Raised 1.2

Plain 151.600 172.500 Raised 4.5

Plain 172.500 175.950 Raised 1.2

Plain 175.950 177.100 Raised 4.5

Plain 177.100 177.800 Raised 1.2

Plain 177.800 180.100 Raised 4.5

Plain 180.100 181.100 Raised 1.2

Plain 181.100 183.180 Raised 4.5

Plain 183.180 185.330 Raised 1.2

Plain 185.330 187.300 Raised 4.5

Plain 187.300 188.750 Raised 1.2

Plain 188.750 191.650 Raised 4.5

Plain 191.650 192.910 Raised 1.2

Plain 192.910 194.460 Raised 4.5

Plain 194.460 195.860 Raised 1.2

Plain 195.860 196.860 Raised 4.5

Plain 196.860 197.270 Raised 1.2

Plain 197.270 197.920 Raised 4.5

Plain 197.920 199.410 Raised 1.2

Plain 199.410 206.700 Raised 4.5

Hilly 206.700 217.000 - -

2 Lane with Paved shoulder configuration

4.9 Horizontal Curves


The radii of horizontal curves on the Project Highway shall be in

conformity with the provisions of paragraph 2.9.4 of the Manual. Sections of the Project Highway where the radii of horizontal curves may be less than the absolute minimum specified in Table 2.6 of the Manual are described below:

S. No.

Existing Chainage Length (M)

RadiusHand of Arc

From To

1 62.695 62.816 120.681 230 Right

2 68.571 68.724 152.928 180 Left

3 81.866 81.872 5.820 230 Right

4 119.063 119.073 9.597 230 Left

5 120.953 121.156 203.213 230 Left

6 121.280 121.410 129.801 230 Right

7 121.837 122.019 182.004 230 Right

8 122.441 122.718 276.804 230 Left

9 126.236 126.302 65.545 230 Left

10 126.560 126.620 60.238 230 Right

11 155.109 155.151 41.868 230 Right

12 173.666 173.703 36.947 230 Right

13 184.196 184.437 240.994 200 Left

14 184.598 184.792 193.780 160 Right

15 184.946 185.040 94.263 200 Right

16 185.138 185.224 86.420 200 Left

17 207.917 207.959 42.212 25 Right

18 208.122 208.161 38.780 50 Right

19 208.160 208.193 32.750 30 Left

20 208.252 208.278 25.676 30 Right

32 136.267 136.395 300

33 143.408 143.450 250

34 143.543 143.628 250

35 162.441 162.478 250

36 168.997 169.034 300

37 172.968 173.209 250

38 173.365 173.559 250

39 173.708 173.802 250

40 173.900 173.986 250

41 178.054 178.057 250

42 180.718 180.862 250

43 180.989 180.996 250

44 181.226 181.271 300

45 189.924 189.964 250

46 196.619 196.674 50 Hilly

47 196.735 196.751 100 Hilly

48 196.807 196.81 50 Hilly

49 196.871 196.914 50 Hilly

50 197.028 197.038 50 Hilly

51 197.161 197.191 50 Hilly

52 197.359 197.364 50 Hilly

53 197.546 197.673 100 Hilly

54 197.814 197.846 100 Hilly

55 197.898 197.903 100 Hilly

56 197.953 198.023 100 Hilly

57 198.092 198.118 55 Hilly

58 198.221 198.25 100 Hilly

59 198.304 198.321 100 Hilly

60 198.424 198.458 100 Hilly

61 198.516 198.551 100 Hilly

62 198.792 198.813 100 Hilly

63 199.083 199.097 100 Hilly

64 199.211 199.257 100 Hilly

65 199.302 199.338 100 Hilly

66 199.422 199.473 100 Hilly

67 199.895 199.911 50 Hilly

68 200.02 200.06 100 Hilly

69 200.134 200.183 20 Hilly

70 200.246 200.267 100 Hilly

71 200.435 200.458 100 Hilly

72 200.514 200.563 100 Hilly

73 200.734 200.791 100 Hilly

74 200.86 200.872 100 Hilly

75 200.893 200.934 30 Hilly

76 200.938 200.979 30 Hilly

77 201.029 201.052 100 Hilly

78 201.128 201.178 50 Hilly

79 201.179 201.222 40 Hilly

80 201.223 201.267 50 Hilly

81 201.275 201.308 100 Hilly

82 201.359 201.363 100 Hilly

83 201.46 201.523 100 Hilly

84 201.642 201.672 100 Hilly

85 201.772 201.803 80 Hilly

86 201.904 201.914 100 Hilly

87 201.951 201.964 100 Hilly

88 202.001 202.016 100 Hilly

89 202.048 202.054 50 Hilly

90 202.071 202.09 30 Hilly

91 202.115 202.119 80 Hilly

92 202.167 202.185 100 Hilly

93 202.245 202.286 100 Hilly

94 202.352 202.355 100 Hilly

95 202.401 202.447 70 Hilly

96 202.487 202.5 15 Hilly

97 202.581 202.599 15 Hilly

98 202.706 202.746 14 Hilly

99 202.819 202.861 25 Hilly

100 202.936 203.069 50 Hilly

101 203.105 203.141 50 Hilly

102 203.411 203.43 30 Hilly

103 203.441 203.487 30 Hilly

104 203.495 203.512 15 Hilly

105 203.533 203.579 30 Hilly

106 203.599 203.647 30 Hilly

21 208.277 208.341 64.479 60 Left

22 208.474 208.514 40.308 18 Right

23 208.592 208.625 32.753 50 Right

24 208.625 208.665 39.695 60 Left

25 208.688 208.721 32.622 25 Right

26 209.020 209.047 26.578 50 Left

27 209.340 209.365 25.494 30 Right

28 209.457 209.488 30.919 30 Left

29 210.670 210.712 41.592 50 Right

30 211.502 211.542 40.193 25 Right

31 211.542 211.565 22.737 20 Right

32 212.164 212.181 16.545 30 Right

33 212.255 212.282 27.354 50 Right

34 212.282 212.327 45.156 25 Left

35 212.327 212.368 40.549 25 Right

36 212.529 212.586 56.703 50 Left

37 212.586 212.614 27.731 20 Right

38 212.614 212.650 35.777 50 Left

39 212.650 212.670 19.757 40 Left

40 221.670 221.696 26.333 40 Right

41 212.900 212.937 36.774 50 Left

42 213.180 213.239 59.492 50 Right

43 213.458 213.473 14.607 30 Right

44 213.473 213.505 31.909 40 Left

45 213.858 213.931 72.530 50 Right

46 213.069 213.142 73.475 50 Left

47 214.090 214.110 20.381 30 Right

48 214.110 214.152 42.119 15 Left

49 214.152 214.165 13.106 30 Left

50 214.221 214.272 51.310 25 Right

51 214.320 214.358 38.308 30 Left

52 214.358 214.377 18.950 10 Right

53 214.377 214.405 28.059 50 Right

54 214.405 214.429 24.279 30 Left

55 214.429 214.467 38.025 23 Right

56 214.257 214.327 70.071 45 Left

57 214.327 214.359 32.205 35 Right

58 214.760 214.804 43.708 50 Left

59 214.804 214.829 24.995 25 Right

60 214.890 214.918 28.276 22 Right

61 214.918 214.933 15.135 15 Left

62 214.933 214.965 31.945 30 Left

63 214.965 214.993 27.967 20 Right

64 214.993 214.999 6.250 50 Right

65 214.999 215.042 43.209 30 Left

66 215.092 215.129 36.873 20 Right

67 215.222 215.252 30.295 45 Right

68 215.252 215.273 20.982 40 Left

69 215.273 215.304 30.540 15 Left

107 203.662 203.712 100 Hilly

108 203.776 203.808 15 Hilly

109 203.844 203.882 15 Hilly

110 203.943 203.993 20 Hilly

111 204.024 204.052 20 Hilly

112 204.097 204.115 50 Hilly

113 204.124 204.15 50 Hilly

114 204.168 204.197 30 Hilly

115 204.209 204.253 30 Hilly

116 204.267 204.293 20 Hilly

117 204.309 204.33 15 Hilly

118 204.357 204.409 100 Hilly

119 204.417 204.462 50 Hilly

120 204.579 204.606 100 Hilly

121 204.649 204.675 100 Hilly

122 204.707 204.758 30 Hilly

4.10 Grade separated structures

(Refer paragraphs 2.13.1, 3.1 and 3.3 of the Manual)

The Concessionaire shall provide grade separated structures as specified below. Details of the location, type, length, openings required and the approach gradients are specified below:

4.11 Vehicular underpasses/overpasses

(Refer paragraphs 2.10 and 2.11 of the Manual)

The Concessionaire shall provide vehicular underpasses/ overpasses in accordance with paragraphs 2.10, 2.11 and 2.13 of the Manual. Locations of the vehicular underpasses/overpasses on the Project Highway are specified below:

S. No.

Chainage (In Km)

Width (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5)

- - - - -

4.12 Cattle and pedestrian underpasses/overpasses


S. No.

Chainage (In Km) Type

Length(In m)

Openings required

Approach gradient

Remarks, if any

From To

(1) (2) (3) (4) (5) (6) (7) (8)

1 10.911 16.200 5289 115 1 in 40 1

2 9.160 9.560 400 1 1 in 40 Saharanpur

Bypass 2

70 215.395 215.450 54.927 20 Right

71 215.475 215.518 43.022 25 Left

72 215.503 215.529 25.856 20 Left

73 215.555 215.587 31.533 15 Right

74 215.585 215.613 28.320 50 Left

75 215.630 215.677 47.443 60 Right

76 215.657 215.684 26.526 30 Left

77 215.710 215.740 29.586 20 Right

78 215.757 215.804 47.086 30 Left

79 215.813 215.854 40.755 22 Left

80 215.848 215.883 34.712 20 Right

81 216.243 216.289 46.287 25 Left

4.10 Grade separated structures


The Concessionaire shall provide grade separated structures as specified below. Details of the location, type, length, openings required and the approach gradients are specified below:

4.11 Vehicular underpasses/overpasses

(Refer paragraphs 2.10, 2.11and 2.13.2 of the Manual)

The Concessionaire shall provide vehicular underpasses/ overpasses in accordance with paragraphs 2.10, 2.11 and 2.13.2 of the Manual. Locations of the vehicular underpasses/overpasses on the Project Highway are specified

below:

S. No.

Chainage

Width (In m)

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5)

- - - - -

4.12 Cattle and pedestrian underpasses/overpasses


S. No.

Chainage Type

Length (In m)

Openings required

Approach gradient

From (Km)

To (Km)

(1) (2) (3) (4) (5) (6) (7)

1 10.911 16.200 Flyover 5289 161 1 in 40

2

9.160 (Chainage of

Proposed Saharanpur

Bypass)

9.560 (Chainage

of Proposed Saharanpur

Bypass)

Grade Separator

400 1 1 in 40

The Concessionaire shall provide cattle and pedestrian

underpasses/overpasses in accordance with paragraphs 2.10, 2.11 and 2.13 of the Manual. Locations of the underpasses/overpasses on the Project Highway are specified below:

S. No.

Chainage (In Km)

Width (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 18.300 28.300 10

2 22.600 32.600 10

3 34.100 44.100 10

4 43.800 53.800 10

5 52.200 62.200 10

6 90.300 100.300 10

7 113.000 123.000 10

8 138.250 148.250 10

9 153.300 163.300 10

10 175.550 185.550 10

11 183.100 193.100 10

12 193.700 203.700 10

4.13 At-grade intersections


The locations of at-grade intersections on the Project Highway are specified below:

S. No.

Chainage (In Km)

Junction Name

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 15.538 15.562 Mohan Nagar,

Ghaziabad

2 17.838 17.862 Wajirabad Chowk

3 38.938 38.962 Meerut Chowk

4 43.288 43.312 Sonipat Chowk

5 83.388 83.412 Muzaffarnagar Chowk

6 93.488 93.512 Start of Shamli Bypass

7 102.488 102.512 End of Shamli Bypass


9 155.488 155.512 Start of Saharanpur

Bypass

10 170.188 170.212 End of Saharanpur

Bypass

11 184.188 184.212 Masoori Chowk

12 4.013 4.037 Junction with SH-82 on

Shamli Bypass

13 8.063 8.087 Junction with SH-12 on

Shamli Bypass

14 6.368 6.392 Junction with MDR-147 on Saharanpur Bypass

15 9.338 9.362 Junction with NH-73 on

Saharanpur Bypass

The Concessionaire shall provide cattle and pedestrian underpasses/overpasses in accordance with paragraphs 2.10, 2.11 and 2.13 of the Manual. Locations of the underpasses/overpasses on the Project Highway are specified below:

S. No.

Chainage

Width (In m)

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5)

1 23.075 23.525 10

2 27.375 27.825 10

3 38.875 39.325 10

4 48.575 49.025 10

5 56.975 57.425 10

6 91.300 91.750 10

7 117.775 118.225 10

8 143.025 143.475 10

9 153.300 153.750 10

10 180.325 180.775 10

11 187.875 188.325 10

12 198.475 198.925 10

4.13 At-grade intersections


The locations of at-grade intersections on the Project Highway are specified below:

S. No.

Chainage Junction Name

Remarks,

if any From (Km)

To (Km)

(1) (2) (3) (4) (5)

1 15.425 15.675 Mohan Nagar, Ghaziabad

2 17.725 17.975 Wajirabad Chowk

3 38.825 39.075 Meerut Chowk

4 43.175 43.425 Sonipat Chowk


6 97.725 97.975 Start of Shamli Bypass

7 97.975 98.225 End of Shamli Bypass


9 117.925 118.175 Start of Saharanpur Bypass

10 163.475 163.725 End of Saharanpur Bypass

11 184.075 184.325 Masoori Chowk

12 3.900 4.150 Junction with SH-82 on Shamli Bypass

13 7.950 8.200 Junction with SH-12 on Shamli Bypass

14 6.255 6.505 Junction with MDR-147 on Saharanpur Bypass

4.14 Service Roads

(Refer paragraph 2.12.2.1 of the Manual)

The Concessionaire shall construct service roads in accordance with the provisions of Paragraph 2.12.2.1 of the Manual. The location and length of such service roads are specified below:

S. No.

Chainage (In Km) Length (In Km)


(1) (2) (3) (4) (5)

1 10.911 16.200 5289

2 38.000 40.200 2200

3 55.000 59.400 4400

4 83.000 83.600 600

5 116.000 116.300 300

6 117.000 119.000 2000

7 120.900 121.800 900

8 130.900 133.600 2700

9 142.400 144.100 1700

10 187.400 188.800 1400

11 197.000 197.300 300

4.15 Raising of existing roads

(Refer paragraph 4.2.1 (ii))

The Concessionaire shall raise the existing road level in the sections specified below:

S. No.

Chainage (In Km)

Road level required (In mm)

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 Km 10.911 Km 20.000 25 Existing road






7 Km 20.000 Km 36.000 600 Paved

shoulder

8 Km 36.000 Km 102.000 620 Paved

shoulder

9 Km 125.000 Km 170.000 580 Paved

shoulder

10 Km 125.000 Km 170.000 540 Paved

shoulder

15 9.225 9.475 Junction with NH-73 on Saharanpur Bypass

4.14 Service Roads

(Refer paragraph 2.12.2.1 of the Manual)

The Concessionaire shall construct service roads in accordance with the provisions of paragraph 2.12.2.1 of the Manual. The

location and length of such service roads are specified below:

S. No.

Chainage

Length (In Kms)

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5)

1 10.911 16.200 5.29

4.15 Raising of existing roads

(Refer paragraph 4.2.1 (ii))


S. No.

Chainage

Road level required Remarks,

if any From(Km) To(Km)

(1) (2) (3) (4) (5)

1 16.200 16.900 0.5( Subgrade )+ Crust

2 17.100 17.300 0.5(subgrade)+ Crust

3 18.300 18.400 0.5(subgrade)+ Crust

4 39.000 39.100 0.5(subgrade)+ Crust

5 45.500 45.700 0.5(subgrade)+ Crust

6 46.000 46.100 0.5(subgrade)+ Crust

7 48.900 49.000 0.5(subgrade)+ Crust

8 55.300 55.700 0.5(subgrade)+ Crust

9 56.600 56.900 0.5(subgrade)+ Crust

10 57.100 57.200 0.5(subgrade)+ Crust

11 57.300 57.400 0.5(subgrade)+ Crust

12 58.000 58.100 0.5(subgrade)+ Crust

13 58.900 59.000 0.5(subgrade)+ Crust

14 63.400 63.600 0.5(subgrade)+ Crust

15 66.000 66.200 0.5(subgrade)+ Crust

16 71.000 71.300 0.5(subgrade)+ Crust

17 73.100 73.200 0.5(subgrade)+ Crust

18 105.800 106.100 0.5(subgrade)+ Crust

19 125.000 125.900 0.5(subgrade)+ Crust

20 126.300 126.700 0.5(subgrade)+ Crust

4.16 Reconstruction of pavement


The Concessionaire shall reconstruct the existing pavement in the sections specified below:

S. No.

Chainage (In Km) Remarks,

if any From To

(1) (2) (3) (4)

1 102000 125000

-

4.17 Bridges with single structure

(Refer paragraph 7.1(ii) of the Manual)

The Concessionaire shall provide independent superstructures in respect of each direction of travel on a bridge. The bridges which may have a single superstructure for both directions are specified

below:

S. No.

Chainage of bridge (In Km) Remarks, if any

From To

(1) (2) (3) (4)

- - - -

4. 18 Exceptions to high level bridges

(Refer paragraph 7.1(iii) of the Manual)

The Concessionaire shall construct all bridges on the Project Highway as high level bridges, except for the bridges specified below:

S. No.

Chainage of bridge (In Km)

Height (In m)

Remarks, if any

From To

(1) (2) (3) (4) (5)

- - - - -

4. 19 Utilities services on structures

21 134.300 134.500 0.5(subgrade)+ Crust

22 142.900 143.700 0.5(subgrade)+ Crust

23 150.500 150.600 0.5(subgrade)+ Crust

24 153.700 154.600 0.5(subgrade)+ Crust

25 182.200 182.600 0.5(subgrade)+ Crust

26 183.900 184.600 0.5(subgrade)+ Crust

27 184.800 184.900 0.5(subgrade)+ Crust

28 191.700 191.800 0.5(subgrade)+ Crust

29 199.600 199.800 0.5(subgrade)+ Crust

30 200.500 200.900 0.5(subgrade)+ Crust

31 201.000 201.400 0.5(subgrade)+ Crust

4.16 Reconstruction of pavement


The Concessionaire shall reconstruct the existing pavement in the sections specified below:

S. No.

Chainage Remarks,

if any From (Km)

To (Km)

(1) (2) (3) (4)

1 102.000125.00

0 -

4.17 Bridges with single superstructure

(Refer paragraph 7.1(ii) of the Manual)

The Concessionaire shall provide independent superstructures in respect of each direction of travel on a bridge. The bridges which may have a single superstructure for both directions are specified below:

S. No.

Chainage of bridge

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4)

- - - -

4. 18 Exceptions to high level bridges

(Refer paragraph 7.1(iii) of the Manual)

The Concessionaire shall construct all bridges on the Project Highway as high level bridges, except for the bridges specified below:

S. No.

Chainage of bridge Height

(In m) Remarks,

if any From (Km)

To (Km)

(Refer paragraph 7.1(viii) of the Manual)

The Concessionaire shall provide for the following utility services to be carried on the structures as specified below:

S.

No.

Name of structure

Chainage (In Km)

Type of utility

Remarks,if any

From To

(1) (2) (3) (4) (5) (6)

1 Bridge 11.395 11.405 Telephone lines, OFC,

2 Bridge 19.465 19.475 Telephone lines, OFC




































(1) (2) (3) (4) (5)

- - - - -

4. 19 Utilities services on structures

(Refer paragraph 7.1(viii) of the Manual)

The Concessionaire shall provide for the following utility

services to be carried on the structures specified below:

S. No.

Name of structure

Chainage Type of utility

From (Km)

To (Km)

(1) (2) (3) (4) (5)

1 Flyover 10.911 16.200 Telephone lines, OFC,







8 Bridge 71.395 71.405` Telephone lines, OFC









17

Bridge

142.137 142.144

Telephone lines, OFC











28

Bridge

201.636 201.644



30

Bridge 2.000

(Shamli Bypass)

2.012 (Shamli Bypass)


31

Bridge 2.995

(Saharanpur Bypass)

3.005 (Saharanpur Bypass)


32

Bridge 3.795

(Saharanpur Bypass)



33

Bridge 4.809

(Saharanpur Bypass)



34

Bridge 12.658

(Saharanpur Bypass)



35

Bridge 13.282

(Saharanpur Bypass)



36

Bridge 14.989

(Saharanpur Bypass)



4.20 Six-Lane bridges


The Concessionaire shall provide bridges as per Six - Lane standards where the existing daily traffic exceeds 30,000 PCUs. Details of such bridges are specified below:

S.

No.

Chainage

( In Km) Remarks

From To

(1) (2) (3) (4)

- - - -

4.21 Reconstruction or widening of Bridges.

(Refer paragraph 7.3(iv) of the Manual)

The Concessionaire shall reconstruct and/or widen the existing bridges specified below in accordance with the provisions of

paragraph 7.3 (iv) of the Manual:

S. No.

Chainage ( In Km) Remarks, if any

From To

(1) (2) (3) (4)

1 11.395 11.405

2 19.465 19.475

3 45.555 45.565

4 52.655 52.665

5 55.460 55.480

37

Bridge 15.362

(Saharanpur Bypass)



38

ROB 0.918

(Shamli Bypass)

1.518 (Shamli Bypass)


39

ROB

126.100 126.700


40

ROB

143.800 144.400


41

ROB

154.650 155.250


42

ROB 9.495 (Saharanpur

Bypass) 10.095

(Saharanpur Bypass)


43

Grade Separator

9.160 (Saharanpur

Bypass) 9.560

(Saharanpur Bypass)


4.20 Six-Lane Bridges


The Concessionaire shall provide Six - Lane bridges at the following locations:

S.

No.

Chainage

Remarks

From

(Km)

To

(Km)

(1) (2) (3) (4)

- - - -

4.21 Reconstruction or widening of Bridges.


The Concessionaire shall reconstruct and/or widen the following bridges in accordance with the provisions of paragraph 7.3 (iv) of the Manual:

S. No.

Name of structure

Chainage Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4) (5)

1 Bridge 11.396 11.405 To be reconstructed

2 Bridge 19.466 19.474

Culvert replaced with Minor Bridge


4 Bridge 52.657 52.663 Culvert replaced with Minor

6 63.490 63.500

7 66.135 66.145

8 71.135 71.145

9 73.165 73.175

10 85.735 85.745

11 95.765 95.775

12 106.960 106.980

13 127.455 127.485

14 131.180 131.200

15 135.360 135.390

16 140.650 140.660

17 142.135 142.145

18 145.585 145.595

19 151.430 151.440

20 182.690 182.710

21 184.405 184.435

22 184.795 184.905

23 189.415 189.485

24 192.140 192.180

25 196.950 196.960

26 199.985 199.995

27 200.913 200.988

28 201.635 201.645

29 213.495 213.505

30 2.000 2.012 Shamli bypass

31 2.995 3.005 Saharanpur bypass







Bridge

5 Bridge 55.590 55.611

Existing bridge to be reconstructed and extra two-lane bridge to be provided

6 Bridge 63.697 63.704


7 Bridge 66.395 66.406


8 Bridge 71.395 71.405`


9 Bridge 73.517 73.523




12 Bridge

106.992 107.009


13 Bridge

127.387 127.413




16 Bridge 140.650 140.660


17 Bridge 142.137 142.144


18 Bridge

145.894 145.906




21 Bridge

184.384 184.417



23 Bridge

189.464 189.536



25 Bridge 196.952 196.958


26 Bridge 199.986 199.994



28 Bridge 201.636 201.644


29 Bridge 213.496 213.504


30 Bridge 2.000 2.012

New Bridge has to be

constructed at Shamli Bypass

31 Bridge

2.995 3.005


constructed at Saharanpur

Bypass

32 Bridge

3.795 3.805



Bypass

33 Bridge

4.809 4.860



Bypass

34 Bridge

12.658 12.703



Bypass

35 Bridge

13.282 13.292



Bypass

4.22 Crash barriers


The locations of existing bridges where the Concessionaire shall replace the existing railings with crash barriers are specified below:

S. No.

Chainage ( In Km) Remarks, if any

From To

(1) (2) (3) (4)

1 11.395 11.405

2 45.555 45.565

3 55.460 55.480

4 63.490 63.500

5 66.135 66.145

6 71.135 71.145

7 73.165 73.175

8 106.960 106.980

9 127.455 127.485

10 145.585 145.595

11 151.430 151.440

12 182.690 182.710

13 184.795 184.905

14 192.140 192.180

15 200.913 200.988

4.23 Repair and replacement of parapets and railings


The existing brides and culverts where the Concessionaire shall repair and/or replace the parapets/railings are specified below:

S. No.

Bridge/ Culvert

Chainage (In Km)

Remarks, if any

From To

(1) (2) (3) (4) (5)

1 Culvert 52.798 52.803 Slab

2 Culvert 54.899 54.901 Slab

3 Culvert 55.599 55.601 Slab

4 Culvert 55.799 55.801 slab

5 Culvert 63.899 63.902 slab

6 Culvert 66.099 66.101 slab

7 Culvert 67.099 67.101 slab

8 Culvert 73.517 73.523 slab

9 Culvert 91.600 91.601 slab

10 Culvert 102.699 102.701 slab

11 Culvert 110.898 110.902 slab

12 Culvert 113.099 113.101 slab

13 Culvert 115.099 115.101 H P

14 Culvert 115.500 115.501 slab

15 Culvert 120.300 120.301 H P

36 Bridge

14.989 15.011



Bypass

37 Bridge

15.362 15.386



Bypass

4.22 Crash barriers


The locations of existing bridges where the Concessionaire

shall replace the existing railings with crash barriers are specified below:

S. No.

Chainage Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4)

1 55.59 55.611

2 63.697 63.704

3 66.395 66.406

4 71.395 71.405`

5 73.517 73.523

6 106.992 107.009

7 127.387 127.413

8 142.137 142.144

9 145.894 145.906

10 184.384 184.417

11 189.464 189.536

12 196.952 196.958

13 213.496 213.504

4.23 Repair and replacement of parapets and railings


The existing bridges and culverts where the Concessionaire shall repair and/or replace the parapets/railings are specified below:

S. No.

Bridge/ Culvert

Chainage

From (Km)

To (Km)

(1) (2) (3) (4)

1 Culvert 52.798 52.803

2 Culvert 54.899 54.901

3 Culvert 55.599 55.601

4 Culvert 55.799 55.801

5 Culvert 63.899 63.902

6 Culvert 66.099 66.101

7 Culvert 67.099 67.101

8 Culvert 73.517 73.523

9 Culvert 91.600 91.601

10 Culvert 102.699 102.701

16 Culvert 121.099 121.101 slab

17 Culvert 125.000 125.001 slab

18 Culvert 133.799 133.802 slab

19 Culvert 136.199 136.201 slab

20 Culvert 136.298 136.302 slab

21 Culvert 137.499 137.502 slab

22 Culvert 138.300 138.301 H P

23 Culvert 143.900 143.900 slab

24 Culvert 144.599 144.601 H P

25 Culvert 145.600 145.601 H P

26 Culvert 151.540 151.541 H P

27 Culvert 152.200 152.201 H P

28 Culvert 152.500 152.501 H P

29 Culvert 154.700 154.701 H P

30 Culvert 155.299 155.302 slab

31 Culvert 170.450 170.451 H P

32 Culvert 172.099 172.102 slab

33 Culvert 178.999 179.001 slab

34 Culvert 179.899 179.901 slab

35 Culvert 187.800 187.801 slab

36 Culvert 192.400 192.401 slab

37 Culvert 193.099 193.101 H P

38 Culvert 197.399 197.402 slab

39 Culvert 200.398 200.402 slab

40 Culvert 200.430 200.431 H P

41 Culvert 201.400 201.401 H P

42 Culvert 201.700 201.701 H P

43 Culvert 202.100 202.101 H P

44 Culvert 202.800 202.801 H P

45 Culvert 204.100 204.101 H P

46 Culvert 207.000 207.001 H P

47 Culvert 208.199 208.202 slab

48 Culvert 213.950 213.951 slab

49 Culvert 215.850 215.851 slab

4.24 Drainage arrangement for the bridge deck


The Concessionaire shall provide an effective drainage system for the bridge deck in accordance with the provisions of the Manual. The types of drainage arrangement are s specified below:

S. No

Location of bridge (in Km)

Type of drainage system

Remarks, if any

(1) (2) (3) (4)

1 11.400 Drainage spouts












11 Culvert 110.898 110.902

12 Culvert 113.099 113.101

13 Culvert 115.099 115.101

14 Culvert 115.500 115.501

15 Culvert 120.300 120.301

16 Culvert 121.099 121.101

17 Culvert 125.000 125.001

18 Culvert 133.799 133.802

19 Culvert 136.199 136.201

20 Culvert 136.298 136.302

21 Culvert 137.499 137.502

22 Culvert 138.300 138.301

23 Culvert 143.900 143.900

24 Culvert 144.599 144.601

25 Culvert 145.600 145.601

26 Culvert 151.540 151.541

27 Culvert 152.200 152.201

28 Culvert 152.500 152.501

29 Culvert 154.700 154.701

30 Culvert 155.299 155.302

31 Culvert 170.450 170.451

32 Culvert 172.099 172.102

33 Culvert 178.999 179.001

34 Culvert 179.899 179.901

35 Culvert 187.800 187.801

36 Culvert 192.400 192.401

37 Culvert 193.099 193.101

38 Culvert 197.399 197.402

39 Culvert 200.398 200.402

40 Culvert 200.430 200.431

41 Culvert 201.400 201.401

42 Culvert 201.700 201.701

43 Culvert 202.100 202.101

44 Culvert 202.800 202.801

45 Culvert 204.100 204.101

46 Culvert 207.000 207.001

47 Culvert 208.199 208.202

48 Culvert 213.950 213.951

49 Culvert 215.850 215.851

4.24 Drainage arrangement for the bridge deck


The Concessionaire shall provide an effective drainage system for the bridge deck in accordance with the provisions of the Manual. The types of drainage arrangement are specified

below:

Sr. No. Location of

Bridge

Chainage

Type of drainage system

From (Km)

To (Km)

(1) (2) (3) (4)

1

Bridge

11.396 11.405

Drainage spouts

2

Bridge

19.466 19.474

Drainage spouts

3

Bridge

45.597 45.603

Drainage spouts

4

Bridge

52.657 52.663

Drainage spouts



















31 2.006

Drainage spouts

32 3.000

Drainage spouts

33 3.800

Drainage spouts

34 4.834

Drainage spouts

35 12.680

Drainage spouts

36 13.287

Drainage spouts

37 15.000

Drainage spouts

38 15.374

Drainage spouts

5

Bridge

55.590 55.611

Drainage spouts

6

Bridge

63.697 63.704

Drainage spouts

7

Bridge

66.395 66.406

Drainage spouts

8

Bridge

71.395 71.405`

Drainage spouts

9

Bridge

73.517 73.523

Drainage spouts

10

Bridge

85.897 85.903

Drainage spouts

11

Bridge

96.095 96.104

Drainage spouts

12

Bridge

106.992 107.009

Drainage spouts

13

Bridge

127.387 127.413

Drainage spouts

14

Bridge

131.191 131.209

Drainage spouts

15

Bridge

135.487 135.513

Drainage spouts

16

Bridge

140.650 140.660

Drainage spouts

17

Bridge

142.137 142.144

Drainage spouts

18

Bridge

145.894 145.906

Drainage spouts

19

Bridge

151.494 151.505

Drainage spouts

20

Bridge

182.789 182.811

Drainage spouts

21

Bridge

184.384 184.417

Drainage spouts

22

Bridge

184.644 184.756

Drainage spouts

23

Bridge

189.464 189.536

Drainage spouts

24

Bridge

192.282 192.319

Drainage spouts

25

Bridge

196.952 196.958

Drainage spouts

26

Bridge

199.986 199.994

Drainage spouts

27

Bridge

201.065 201.135

Drainage spouts

4.25 Structures to be repaired and/or strengthened

(Refer paragraph 7.22(i) of the Manual)

Structures to be repaired and/or strengthened by the Concessionaire are specified below:

S. No

Location of Structure (in Km)

Type of repair Remarks, if any

(1) (2) (3) (4)

1 11.400 Wearing coat, Railings/ Crash barriers

2 45.560 Wearing coat, Railings/ Crash barriers

3 55.470 Bearings, Wearing coat, Railings/ Crash barriers






9 106.970 Bearings, Expansion Joints, Wearing coat,

Railings/ Crash barriers





12 164.150 Bearings, Expansion Joints,Wearing coat,








28

Bridge

201.636 201.644

Drainage spouts

29

Bridge

213.496 213.504

Drainage spouts

30

Bridge 2.000(Shamli

Bypass) 2.012(Shamli Bypass)

Drainage spouts

31

Bridge 2.995(Saharanpur Bypass)

3.005(Saharanpur

Bypass)

Drainage spouts

32


3.805(Saharanpur

Bypass)

Drainage spouts

33


4.860(Saharanpur

Bypass)

Drainage spouts

34

Bridge

12.658(Saharan

pur Bypass)

12.703(Saharanpur Bypass)

Drainage spouts

35

Bridge

13.282(Saharan

pur Bypass)


Drainage spouts

36

Bridge

14.989(Saharan

pur Bypass)


Drainage spouts

37

Bridge

15.362(Saharan

pur Bypass)


Drainage spouts

4.25 Structures to be repaired and/or strengthened

(Refer paragraph 7.22(i) of the Manual)

Structures to be repaired and/or strengthened by the Concessionaire are specified below:

S. No

Location of

Structure(Km)

Type of repair Remarks, if any

(1) (2) (3) (4)

45.600 Wearing coat, Railings/ Crash barriers

55.600 Bearings, Wearing coat, Railings/ Crash barriers






127.400 Bearings, Expansion Joints, Wearing coat, Railings/ Crash barriers

145. 900 Bearings, Expansion Joints, Wearing coat, Railings/ Crash barriers







New Clauses

4.26 Railway level crossings


The Concessionaire may not replace the following railway crossings with ROB/RUB:

S. No

Location of Level Crossing (Km)

Remarks, if any

(1) (2) (3)

- - -

4.27 Reconstruction or widening of culverts

(Refer paragraph 7.3(iii)(d) of the Manual)

The Concessionaire shall widen all the existing culverts so that they are equal to the roadway width of the approaches in accordance with the provisions of sub-paragraphs 7.3(iii) (b) and (c) of the Manual. The following culverts, which are structurally distressed or not having sufficient vent/size shall be reconstructed in accordance with the provisions of the Manual:

S. No.

Chainage(Km)


(1) (2) (3) (4)

1 12.714 12.716 Reconstruction













68 52.7975 52.802 Retained and Widened








































134 84.69955 84.70045 Reconstruction
























158 104.7994 104.8006 Reconstruction

159 105.2995 105.3005 Reconstruction

160 105.4995 105.5005 Reconstruction

161 106.3995 106.4005 Reconstruction

162 106.3994 106.4006 Reconstruction



165 108.9995 109.0005 Reconstruction



168 112.8994 112.9006 Reconstruction




172 115.3994 115.4006 Reconstruction



175 116.9994 117.0006 Reconstruction

176 117.0994 117.1006 Reconstruction

177 117.1995 117.2005 Reconstruction

178 117.3985 117.4015 Reconstruction


180 118.0985 118.1015 Reconstruction

181 118.7995 118.8005 Reconstruction







188 124.0995 124.1005 Reconstruction



191 125.1985 125.2015 Reconstruction


193 127.9995 128.0005 Reconstruction

194 129.1995 129.2005 Reconstruction

195 129.6995 129.7005 Reconstruction

196 130.6995 130.7005 Reconstruction



199 131.6995 131.7005 Reconstruction

200 132.0994 132.1006 Reconstruction

201 132.1994 132.2006 Reconstruction



204 134.3994 134.4006 Reconstruction

205 134.7994 134.8006 Reconstruction


207 135.8994 135.9006 Reconstruction



210 136.7994 136.8006 Reconstruction


212 138.0994 138.1006 Reconstruction

213 138.1994 138.2006 Reconstruction


215 138.6994 138.7006 Reconstruction

216 138.8994 138.9006 Reconstruction

217 140.0994 140.1006 Reconstruction

218 140.2994 140.3006 Reconstruction

219 141.6994 141.7006 Reconstruction



222 145.4995 145.5005 Reconstruction


224 146.0294 146.0306 Reconstruction

225 146.2995 146.3005 Reconstruction

226 147.4995 147.5005 Reconstruction

227 147.8995 147.9005 Reconstruction


229 148.2994 148.3006 Reconstruction





234 151.3995 151.4005 Reconstruction





239 154.1985 154.2015 Reconstruction

240 154.5995 154.6005 Reconstruction



243 170.3994 170.4006 Reconstruction



246 172.1194 172.1206 Reconstruction

247 173.6994 173.7006 Reconstruction


249 176.3994 176.4006 Reconstruction

250 176.4694 176.4706 Reconstruction





255 181.4995 181.5005 Reconstruction

256 187.4994 187.5006 Reconstruction


258 188.0995 188.1005 Reconstruction

259 188.4994 188.5006 Reconstruction

260 192.3094 192.3106 Reconstruction


262 192.4995 192.5005 Reconstruction


264 193.1994 193.2006 Reconstruction


266 199.4985 199.5015 Reconstruction






272 202.2994 202.3006 Reconstruction


274 203.6995 203.7005 Reconstruction




278 204.5995 204.6005 Reconstruction

279 205.3975 205.4025 Reconstruction

280 205.5994 205.6006 Reconstruction


282 207.0994 207.1006 Reconstruction



285 207.8994 207.9006 Reconstruction

286 207.9995 208.0005 Reconstruction

287 208.0995 208.1005 Reconstruction



290 208.2995 208.3005 Reconstruction



293 208.8995 208.9005 Reconstruction

294 208.9995 209.0005 Reconstruction





299 209.4495 209.4505 Reconstruction

300 209.5985 209.6015 Reconstruction

301 209.6995 209.7005 Reconstruction

302 209.7495 209.7505 Reconstruction

303 209.7995 209.8005 Reconstruction


305 209.8975 209.9025 Reconstruction

306 209.9995 210.0005 Reconstruction

307 210.0995 210.1005 Reconstruction

308 210.1995 210.2005 Reconstruction

309 210.2995 210.3005 Reconstruction

310 210.4975 210.5025 Reconstruction

311 210.6995 210.7005 Reconstruction

312 210.7995 210.8005 Reconstruction

313 210.8495 210.8505 Reconstruction

314 210.9495 210.9505 Reconstruction


316 211.3985 211.4015 Reconstruction


318 211.7995 211.8005 Reconstruction

319 211.7995 211.8005 Reconstruction

320 211.8495 211.8505 Reconstruction

321 211.8995 211.9005 Reconstruction


323 212.1995 212.2005 Reconstruction

324 212.3985 212.4015 Reconstruction


326 212.5995 212.6005 Reconstruction



329 212.8985 212.9015 Reconstruction


331 213.1975 213.2025 Reconstruction

332 213.2995 213.3005 Reconstruction

333 213.3995 213.4005 Reconstruction

334 213.4495 213.4505 Reconstruction

335 213.6994 213.7006 Reconstruction

336 213.7995 213.8005 Reconstruction

337 213.8994 213.9006 Reconstruction



340 214.1975 214.2025 Reconstruction

341 214.3495 214.3505 Reconstruction

342 214.3995 214.4005 Reconstruction

343 214.9485 214.9515 Reconstruction

344 215.7985 215.8015 Reconstruction


346 215.8995 215.9005 Reconstruction


348 216.1995 216.2005 Reconstruction

349 216.2495 216.2505 Reconstruction


351 216.3985 216.4015 Reconstruction

352 216.4495 216.4505 Reconstruction

353 216.4995 216.5005 Reconstruction

354 216.5085 216.5115 Reconstruction

355 216.5995 216.6005 Reconstruction

356 216.6195 216.6205 Reconstruction

357 216.6495 216.6505 Reconstruction





362 0.4394 0.4406New construction Shamli

Bypass(Design Chainage)





365 4.3994 4.4006 New construction Shamli










370 0.514 0.518 New construction Saharanpur


371 1.5994 1.6006New construction Saharanpur
























4.28 ROB

The Concessionaire shall provide ROB as specified below.

Details of the location, length and openings required and the approach gradients are specified below:

4.29 Strengthening of existing roads

(Refer paragraph 5.2.2)


S. No.

Chainage

Remarks, if any From (Km)

To (Km)

(1) (2) (3) (5)

1 Km 16.200 Km 206.700 Strengthening with WMM

layer

4.30 Structures in marine environment


The Concessionaire shall take necessary measures for protecting the structures at locations given below:

S. No.

Location of Structure

Details of protection

measures to be provided

Remarks, if any From

(Km) To

(Km)

(1) (2) (3) (4) (5)

- - - - -

4.31 Overhead signs (Refer paragraph 9.2.7 of the Manual)

The Concessionaire shall provide Overhead Signs on the Project Highway as per details given below:

S. No.

Location (Km) Lengt

h (In m)

Openings

required

Approach gradient

Remarks, if any

From To

(1) (2) (3) (5) (6) (7) (8)

1 0.918 1.518 600 2 1 in 40

Shamli Bypass (Design Chainage)

2 126.100 126.700 600 2 1 in 40

3 143.800 144.400 600 2 1 in 40

4 154.650 155.250 600 2 1 in 40

5 9.495 10.095 600 2 1 in 40

Saharanpur Bypass (Design

Chainage)

Sr. No. Location (Km) Junction Name Remarks, if any

1 15.550 Mohan Nagar, Ghaziabad

2 17.850 Wajirabad Chowk

3 38.950 Meerut Chowk

4 43.300 Sonipat Chowk

5 83.400 Muzaffarnagar Chowk

6 93.500 Start of Shamli Bypass

7 102.500 End of Shamli Bypass

8 118.050 Muzaffarnagar Chowk

9 155.500 Start of Saharanpur Bypass

10 170.200 End of Saharanpur Bypass

11 184.200 Masoori Chowk

12 4.0250 Junction with SH-82 on Shamli Bypass

13 8.075 Junction with SH-12 on Shamli Bypass

14 6.380

Junction with MDR-147 on Saharanpur Bypass

15 9.350 Junction with NH-73 on Saharanpur Bypass

4.32 Safety Barriers

(Refer paragraph 9.7.2(iv) (d) of the Manual)

Apart from the provision of safety barriers as per Section 9 of the Manual, the Concessionaire shall provide safety barriers at the following locations:

S. No.

Location of Safety Barrier

Type of Barrier

Remarks, if any

From (Km)

To (Km)

(1) (2) (3) (4)

(5)

- - - - -

4.33 Climbing Lane


The Concessionaire shall provide a climbing lane in the carriageway with upside gradient in the following sections:

S. No.

Location of Climbing Lane

Length (In m)

Remarks, if any

From(Km)

To (Km)

(1) (2) (3) (4)

(5)

- - - - -

SCHEDULE – C

(See Clause 2.1)

PROJECT FACILITIES



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

(a) toll plazas;

(b) roadside furniture;

(c) pedestrian facilities;

(d) tree plantation;

(e) truck lay-bys;

(f) bus-bays and bus shelters;

(g) cattle crossings;

[(h) development of site for wayside amenities;] and

[(i) others (to be specified)]


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) Pedestrian facilities;

(d Tree plantation;

(e) Truck lay-bys;

(f) bus-bays and bus shelters;

(g) Cattle crossings;

[(h) Development of site for wayside amenities;] and

[(i) others (to be specified)]

2 Project Facilities for Four-Laning

Project Facilities forming part of Four-Laning and to be

completed on or before the Project Completion Date have been described in Annex-I of this Schedule-C.

2 Project Facilities for Four-Laning

Project Facilities forming part of Four-Laning and to be

completed on or before the Project Completion Date have been described in Annex-I of this Schedule-C.

Annex - I

(Schedule-C)

Project Facilities for Four-Laning



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

(a) toll plazas;

(b) roadside furniture;

(c) pedestrian facilities;

(d) tree plantation;

(e) truck lay-bys;

(f) bus-bays and bus shelters; and

[(g) others (to be specified)]


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

(a) Toll plazas;

(b) Roadside furniture;

(c) Pedestrian facilities;

(d) Tree plantation;

(e) Truck lay-bys;

(f) bus-bays and bus shelters; and

[(g) Others (to be specified)]

2 Description of Project Facilities

Each of the Project Facilities is briefly described below:

(a) Toll Plaza: -

Three toll plazas are proposed at the locations between the following existing chainages:

i. Between km 30.000 and Km 31.000 in homogeneous section I from

CH 10.911 to Ch 93.000, Length= 82.089 Km)

ii. Between km. 119.000 to Km 120.000 in homogeneous section II from

CH 93.00 to Ch 155.000, Length= 62.00 Km)

iii. Between km. 199.000 to Km 200.000 in homogeneous section III from

CH 55.000 to Ch 217.000, Length= 62.00 Km)

For the purposes of tolling, the entire Project Highway is divided into three sections. The Toll Plaza shall be constructed as per standards set-forth in Schedule-D.

(b) Road side furniture: -

Road side furniture should be in accordance with Section 9 of the Manual.

2 Description of Project Facilities

Each of the Project Facilities is briefly described below:

(a) Toll Plaza: -

Three toll plazas are proposed at the locations between the following existing chainages:

i. Between Km 19.600 and Km 20.600 for the elevated structure at Loni Border (Length=5.289)

ii. Between km 30.000 and Km 31.000 in section I from

(Length= 86.711 Km)

iii. Between km. 119.000 to Km 120.000 in section II from

(Length= 51.0 Km)

iv. Between km. 199.000 to Km 200.000 in section III from

(Length= 63.0 Km)

For the purposes of tolling, the entire Project Highway is divided into three sections and one for the structure. The Toll Plaza shall be constructed as per standards set-forth in Schedule-D.

(b) Road side furniture: -

Road side furniture should be in accordance with Section 9 of the Manual.

(c) Pedestrian facilities:-

Pedestrian facilities shall be in accordance with Clause 12.2 of the Manual.

(d) Tree plantation:

Trees should be planted throughout the Project Highway as per Section 11 of the Manual.

(e) Truck lay-byes:

Locations for proposed truck lay-byes are as follows:

S.

No.

Location

Name of the

village nearby

Side

(1) (2) (3) (4)

1 Km. 44.00 – Km. 45.00 Neewada Village Both

2. Km. 113.000 – Km. 114.000 Harad Fatehpur Both

3. Km. 181.000 – 182.000 Babailpur Both

(f) Bus bays and bus shelters;

Locations for proposed bus bays on the Project Highway are as follows:

S. No.

Chainage(In Km) Location

LHS RHS (1) (2) (3) (4)

1 11.000 12.020 Loni City2 13.050 13.155 Shanti Nagar3 15.100 15.200 Balram Nagar4 16.580 16.665 Ashok Vihar5 20.450 20.540 Panchlok6 23.400 23.485 Mandola7 27.000 27.600 Masoori8 31.135 31.225 Mavikala9 32.100 32.200 Nangla Behalolpur

10 34.470 34.470 Palee11 38.950 38.900 Baghpat12 49.125 49.135 Sarurpur13 53.160 53.160 Badoli14 87.500 87.500 Ponjokhra15 96.300 100.600 Shamli Bypass16 113.300 112.560 Haradfatehpur17 118.425 118.425 Thanabhawan18 121.730 121.710 Jalalabad19 132.530 132.510 Nanauta20 143.940 143.870 Rampur21 150.900 150.950 Jandheda22 156.000 156.700 Chunaitygada23 158.200 158.400 Saharanpur24 166.100 167.600 Rasulpur25 177.350 177.325 Tajpura26 188.700 188.700 Behat27 192.600 192.625 Gandewar28 195.270 195.285 Jatowala29 198.680 198.760 Mirzapur30 206.560 206.550 Badashahi Bagh

(g) Landscaping:

Landscaping of the Project Highway should be in accordance with Section 11 of Manual of Specification and Standards for four laning of highways.

(h) Medical aid post:

Medical aid posts shall be established at the Toll Plaza as per

(c) Pedestrian facilities:-

Pedestrian facilities shall be in accordance with Clause 12.2 of the Manual.

(d) Tree plantation:

Trees should be planted throughout the Project Highway as per Section 11 of the Manual.

(e) Truck lay-byes:

Locations for proposed truck lay-byes are as follows:

S. No.

Location Name of the village nearby

Side

(1) (2) (3) (4)

1 Km. 44.00 – Km. 45.00 Neewada Village Both

2. Km. 113.000 – Km.

114.000 Harad Fatehpur Both

3. Km. 181.000 – 182.000 Babailpur Both

(f) Bus bays and bus shelters;

Locations for proposed bus bays on the Project Highway are as follows:

S. No.

Chainage(In Km)Location

LHS RHS (1) (2) (3) (4)

1 11.000 12.020 Loni City 2 13.050 13.155 Shanti Nagar3 15.100 15.200 Balram Nagar4 16.580 16.665 Ashok Vihar5 20.450 20.540 Panchlok 6 23.400 23.485 Mandola 7 27.000 27.600 Masoori 8 31.135 31.225 Mavikala 9 32.100 32.200 Nangla Behalolpur

10 34.470 34.470 Palee 11 38.950 38.900 Baghpat 12 49.125 49.135 Sarurpur 13 53.160 53.160 Badoli 14 87.500 87.500 Ponjokhra 15 3.200 3.350 Shamli Bypass(proposed chainage)16 113.300 112.560 Haradfatehpur17 118.425 118.425 Thanabhawan18 121.730 121.710 Jalalabad 19 132.530 132.510 Nanauta 20 143.000 143.150 Rampur 21 150.900 150.950 Jandheda 22 4.500 4.650 Saharanpur bypass(Proposed Chainage23 10.250 10.400 Saharanpur bypass(Proposed Chainage)24 16.250 16.400 Saharanpur bypass(Proposed Chainage25 177.350 177.325 Tajpura 26 188.700 188.700 Behat 27 192.600 192.625 Gandewar 28 195.270 195.285 Jatowala 29 198.680 198.760 Mirzapur 30 206.560 206.550 Badashahi Bagh

(g) Landscaping:

Landscaping of the Project Highway should be in accordance with Section 11 of Manual of Specification and Standards for four laning of highways.

(h) Medical aid post:

Medical aid posts shall be established at the Toll Plaza as per

Clause 12.9 of the Manual.

(i) Highway lighting;

The lighting on the Project Highway shall be in accordance with Clause 12.3 of the Manual.

(j) Location of variable message signs

Variable message signs on the Project Highway shall be provided at the following locations:

Sl

No Chainage Location

(1) (2) (3)

1 Km 10.911 Loni

2 Km 38.000 Baghpat

3 Km 93.400 Start of Shamli Bypass

4 Km 102.470 End of Shamli Bypass

5 Km 155.400 Start of Saharanpur Bypass

6 Km 170.200 End of Saharanpur Bypass

Clause 12.9 of the Manual.

(i) Highway lighting;

The lighting on the Project Highway shall be in accordance with Clause 12.3 of the Manual.

(j) Location of variable message signs

Variable message signs on the Project Highway shall be provided at the following locations:

Sl No Chainage Location

(1) (2) (3)

1 Km 10.911 Loni

2 Km 38.000 Baghpat

3 Km 93.400 Start of Shamli Bypass

4 Km 102.470 End of Shamli Bypass

5 Km 155.400 Start of Saharanpur Bypass

6 Km 170.200 End of Saharanpur Bypass

SCHEDULE – D

(See Clause 2.1)

SPECIFICATIONS AND STANDARDS


1 Four-Laning

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

1 Four-Laning

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

Annex - I

(Schedule-D)

Specifications and Standards for Four-Laning

Provision in DCA Revised Addendum 1 Manual of Specifications and Standards to apply

Subject to the provisions of Paragraph 2 of this Annex-I, Four-Laning of the Project Highway shall conform to the Manual of Specifications and Standards for Four-Laning of Highways through Public Private Partnership published by the IRC (IRC No. IRC:SP:84-2009).] (An authenticated copy of the Manual has been provided to the Concessionaire as part of the bid documents.)

1 Manual of Specifications and Standards to apply

Subject to the provisions of Paragraph 2 of this Annex-I, Four-Laning of the Project Highway shall conform to the Manual of Specifications and Standards for Four-Laning of Highways through Public Private Partnership published by the IRC (IRC No. IRC:SP:84-2009).] (An authenticated copy of the Manual has been provided to the Concessionaire as part of the bid documents.)

2 Deviations from the Manual

S.

No. Description

Reference

Description of Deviation

1

Median width

Clause 2.5 of manuaof specification andstandards for foulaning of highways

Reduced to 1.2 m in built up area due toland constraint

2

Design Speed

Clause 2.2 of manuaof specification andstandards for foulaning of highways

Minimum design speed adopted 50 Km/h

2 Deviations from the Manual

S.

No. Descrip

tion

Reference

Description of Deviation

1 Median width

Clause 2.5 of manual of specification and standards for four laning of highways

Reduced to 0.6 m to 1.2 m in built up area due to constraint of land. Locations mentioned in clause 4.8 of Schedule ‘B’

2 Service Road

Clause 2.12.2 of manual of specification and standards for four laning of highways

Location and length of service roads where the width of the service road shall be 5.5 m is to be constructed by the Concessionaire as given below:

S. No.

Chainage Length

(In Km)From (Km)

To (Km)

(1) (2) (3) (4)

1 38.000 40.200 2.20

2 55.000 59.400 4.40

3 83.000 83.600 0.60

4 116.000 116.300 0.30

5 117.000 119.000 2.00

6 120.900 121.800 0.90

7 130.900 133.600 2.70

8 142.400 144.100 1.70

9 187.400 188.800 1.40

10 197.000 197.300 0.30

SCHEDULE –R

(See Clause 27.1.1)

FEE NOTIFICATION


The Fee Rules/Notification issued by the State Government shall constitute Schedule-R of the Agreement.

Note: The draft of Fee Notification to be issued under the Act for levy and collection of Fee shall be included in the Draft Concession Agreement to be provided to the bidders before inviting bids. The Notification is of critical importance to the Concessionaire and lenders as it would determine the authority for collection of Fee that would constitute the revenue stream for the Project.

The Notification, either by itself or through a separate set of Rules, must address the following:

a. The Rules/ Notification should specify the Fee payable for each category of vehicles using the Project Highway. The Fee should be escalated to reflect the increase in WPI as specified therein.

b. Vehicles should be categorised for the purpose of levy and collection of Fee. Car, LCV, Bus, Truck and Multi-axle Truck have, therefore, been defined in the Agreement and the Fee Rules. A fixed amount of Fee, based on the length of the Project Highway, should be levied for each category of vehicles.

c. The Rules/ Notification should specify that the Fee shall be modified once every year to reflect the variation in WPI as stipulated in the Fee Rules.

d. The Rules/ Notification should provide for rounding off of the Fee to the nearest five rupees.

e. Discounted Fee rates for frequent Users should be specified in the Rules/ Notification.

f. Additional Fee for over-loaded vehicles should be specified in the Rules/ Notification.

g. Fee exemption for Local Users and Exempted Vehicles should be specified in the Rules/ Notification.

h. The Rules/ Notification should specify that in the event of construction of service roads for free use by Local Users, such traffic shall not use the main carriageway except upon payment of Fee.

i. The Rules/ Notification should provide that upon construction of service roads, all slow-moving vehicles including tractors, three-wheelers, bullock-carts, rickshaws and bicycles shall not be entitled to ply on the main carriageway.

j. The Notification should specify that it would be valid and operative for the entire Concession Period.

The Fee Rules/ Notification shall constitute Schedule-R of the Agreement.

For assistance in drafting the Fee Rules for DBFOT projects, the model rules and a model notification is suggested at Annex-I for consideration of the respective State Governments.

The Fee Rules/Notification issued by the State Government shall constitute Schedule-R of the Agreement.

Note: The draft of Fee Notification to be issued under the Act for levy and collection of Fee shall be included in the Draft Concession Agreement to be provided to the bidders before inviting bids. The Notification is of critical importance to the Concessionaire and lenders as it would determine the authority for collection of Fee that would constitute the revenue stream for the Project.

The Notification, either by itself or through a separate set of Rules, must address the following:

a. The Rules/ Notification should specify the Fee payable for each category of vehicles using the Project Highway. The Fee should be escalated to reflect the increase in WPI as specified therein.

b. Vehicles should be categorised for the purpose of levy and collection of Fee. Car, LCV, Bus, Truck and Multi-axle Truck have, therefore, been defined in the Agreement and the Fee Rules. A fixed amount of Fee, based on the length of the Project Highway, should be levied for each category of vehicles.

c. The Rules/ Notification should specify that the Fee shall be modified once every year to reflect the variation in WPI as stipulated in the Fee Rules.

d. The Rules/ Notification should provide for rounding off of the Fee to the nearest five rupees.

e. Discounted Fee rates for frequent Users should be specified in the Rules/ Notification.

f. Additional Fee for over-loaded vehicles should be specified in the Rules/ Notification.

g. Fee exemption for Local Users and Exempted Vehicles should be specified in the Rules/ Notification.

h. The Rules/ Notification should specify that in the event of construction of service roads for free use by Local Users, such traffic shall not use the main carriageway except upon payment of Fee.

i. The Rules/ Notification should provide that upon construction of service roads, all slow-moving vehicles including tractors, three-wheelers, bullock-carts, rickshaws and bicycles shall not be entitled to ply on the main carriageway.

j. The Notification should specify that it would be valid and operative for the entire Concession Period.

The Fee Rules/ Notification shall constitute Schedule-R of the Agreement.

For assistance in drafting the Fee Rules for DBFOT projects, the model rules and a model notification is suggested at Annex-I for consideration of the respective State Governments.

Annex - I

(Schedule-R)

Model Notification

GOVERNMENT OF UTTAR PRADESH

(Public Works Department)


Lucknow, the …… 20…

S.O. ……… Whereas, by the notification of the Governor of Uttar Pradesh acting through the Secretary, the Public Works Department, issued vide number ………. dated the …….., under section 2 read with section 9 of the Indian Toll Act, 1851 (8 of 1851), the State Government has levied fee on use of the section of State Highway No. 57 from Km 10.911 to Km 217.00 (Delhi-Saharanpur-Yamunotri (upto Uttarakhand border Section);

And Whereas, pursuant to the provisions of section 19 of the Uttar Pradesh State Highways Authority Act, 2004, the State Government has entered into an agreement with ………………, having its Registered Office at …………………….. (hereinafter referred to as “Concessionaire”) for development of the aforesaid section of the State Highway No. 57 from Km 10.911 to Km 217.00 (hereinafter referred to as the “said section”) on Design, Build, Finance, Operate and Transfer (DBFOT) basis;

Now, therefore, in exercise of the powers conferred by section 2 read with section 9 of the Indian Toll Act, 1851 (8 of 1851), read with the Uttar Pradesh State Highways (Determination of rates and Collection of Toll) Rules, 2010, the State Government, hereby notifies that there shall be levied and collected fees on mechanical vehicles for the use of the said section , including the permanent bridge/ bypass/ tunnel having an estimated cost of Rs. 10 crore (Rupees ten crore)$, at the rates specified in the aforesaid rules and authorises the said Concessionaire to collect and retain the said fees on and from the date of commercial operation of the said section of state highway, subject to and in accordance with the said rules and the provisions of the aforesaid agreement.

The fee levied and collected hereunder shall be due and payable at the following Toll Plazas for the distance specified for each such Toll Plaza:

S. No.

Location of Toll Plaza(Chainage)

Length (in km) for which Fee is payable

1 Km 30.000 and Km 31.000 82.089 2 Km 119.000 to Km 120.000 62.00 3 Km 199.000 to Km 200.000 62.00

In addition to the above, the fee levied and collected hereunder for the permanent bridge, bypass and tunnel, as the case may be, costing Rs. 10 cr. (Rupees ten crore) or more as specified below shall be due and payable at the following Toll Plaza(s):

S.

No.

Location of Toll Plaza (chainage)

Nature of Structure

Cost

(in Rs. )

1Between Km 17.000 and

Km 18.000 Flyover at 10.911 and

16.200 285.61 Crore

Lucknow, the …… 20…

S.O. ……… Whereas, by the notification of the Governor of Uttar Pradesh acting through the Secretary, the Public Works Department, issued vide number ………. dated the …….., under section 2 read with section 9 of the Indian Toll Act, 1851 (8 of 1851), the State Government has levied fee on use of the section of State Highway No. 57 from Km 10.911 to Km 217.00 (Delhi-Saharanpur-Yamunotri (upto Uttarakhand border Section);

And Whereas, pursuant to the provisions of section 19 of the Uttar Pradesh State Highways Authority Act, 2004, the State Government has entered into an agreement with ………………, having its Registered Office at …………………….. (hereinafter referred to as “Concessionaire”) for development of the aforesaid section of the State Highway No. 57 from Km 10.911 to Km 217.00 (hereinafter referred to as the “said section”) on Design, Build, Finance, Operate and Transfer (DBFOT) basis;

Now, therefore, in exercise of the powers conferred by section 2 read with section 9 of the Indian Toll Act, 1851 (8 of 1851), read with the Uttar Pradesh State Highways (Determination of rates and Collection of Toll) Rules, 2010, the State Government, hereby notifies that there shall be levied and collected fees on mechanical vehicles for the use of the said section , including the permanent bridge/ bypass/ tunnel having an estimated cost of Rs. 50 crore (Rupees Fifty Crore)$, at the rates specified in the aforesaid rules and authorises the said Concessionaire to collect and retain the said fees on and from the date of commercial operation of the said section of state highway, subject to and in accordance with the said rules and the provisions of the aforesaid agreement.

The fee levied and collected hereunder shall be due and payable at the following Toll Plazas for the distance specified for each such Toll Plaza:

S. No.

Location of Toll Plaza(Chainage) Length (in km) for which Fee is payable

1 Km 30.000 and Km 31.000 86.711 2 Km 119.000 to Km 120.000 51.00 3 Km 199.000 to Km 200.000 63.00

In addition to the above, the fee levied and collected hereunder for the permanent bridge, bypass and tunnel, as the case may be, costing Rs. 50 cr. (Rupees Fifty Crore) or more as specified below shall be due and payable at the following Toll Plaza(s):

S.

No.

Location of Toll Plaza (chainage)

Nature of

Structure

Cost

(In Rs.)

1Between Km 19.600 and Km20.600

Flyover at 10.911 and16.200

285.61 Crore

$ Only a bridge, bypass or tunnel having an estimated capital cost exceeding Rs. 50 crore may be specified here.

F.No. RW/NH-……………

(Name)

Secretary

Government of Uttar Pradesh

F.No. RW/NH-……………

(Name)

Secretary

Government of Uttar Pradesh

Proposed Toll Policy of UPSHA has been included in Schedule-R.

addendum for delhi-yamunotri road · addendum in context of prebid meeting held on 21/11/2010 in...

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