Technical schedules a to d epc mode

National Highways Authority of India Request for Proposal – Bid Document
Volume – III: Schedules
Four Laning with Paved Shoulders of Mahulia – Baharagora Section of NH-33 from km 277+500 to
km 333+500 and Baharagora to Chichra Section of NH-06 from km 199+200 to km 183+587 In The
State of Jharkhand (Design Length 71.610 kms) Under NHDP Phase III
Page A-1
SCHEDULE - A
(See Clauses 2.1 and 8.1)
SITE OF THE PROJECT
1 The Site
1.1 Site of the Four-Lane Project Highway shall include the land, buildings,
structures and road works as described in Annex-I of this Schedule-A.
1.2 The dates of handing over the Right of Way to the Contractor are specified in
Annex-II of this Schedule-A.
1.3 An inventory of the Site including the land, buildings, structures, road works,
trees and any other immovable property on, or attached to, the Site shall be
prepared jointly by the Authority Representative and the Contractor, and
such inventory shall form part of the memorandum referred to in Clause
8.2.1 of this Agreement.
1.4 The alignment plans of the Project Highway are specified in Annex-III,
which has to be followed by the Contractor as a minimum. The Contractor
may, however, improve upon the alignment plans and profile and raise the
Finished Roadway Level (FRL) with approval from the Authority’s Engineer
within the available Right of Way.
1.5 The status of the environment clearances obtained or awaited is given in
Annex IV.

Page A-2
Annex - I
(Schedule-A)
Note : Through suitable drawings and description in words, the land, building, structures
and road works comprising the Site shall be specified briefly but precisely in this Annex-I.
All the chainages/ location referred to in Annex-I to Schedule-A shall be existing chainages.
1. Site
The Site of the Four-Lane with Paved Shoulders Project Highway comprises
the section of National Highway 33 commencing from km 277+500 at Mahulia
to Km 333+500 at Baharagora Junction midpoint, and NH-6 commencing from
Km 199+200 at Baharagora Junction to Km 183+587 at Chichra i.e. the part of
Jamshedpur-Baharagora-Chichra section of total length 71.61km in the
State of Jharkhand. The land, carriageway and structures comprising the Site are
described below. An index map of the project highway is given in Appendix A-I.
2. Land
The Site of the Project Highway comprises the land(sum total of land to be
possessed) as described below:
S. No. Chainage (km) ROW (m ) Remarks
From To
1 Km 277+500
(Mahulia)
Km 333+500
(Baharagora)
45 m On NH-33
2 Km 199+200
(Baharagora)
Km 183+587
(Chichra)
45 m (22.5 meters
either side)
On NH-6
3. Carriageway
The present carriageway of the Project Highway is Two Lane. The type of the
existing pavement is flexible.
Ø NH-33
Sr.
No.
Existing Chainage
Formation
Width(m)
Carriageway
Width(m)
Earthen Shoulder
Width(m)
From To LHS RHS
1. 277+500 278+000 12 6.5 1.2 1.2
2. 278+000 278+500 12 6.5 1.2 1.2
3. 278+500 279+000 12 6.5 1.2 1.2
4. 279+000 279+500 12 6.5 1.2 1.2
5. 279+500 280+000 12 6.5 1.2 1.2
6. 280+000 280+500 12 6.5 1.2 1.2
7. 280+500 281+000 12 6.5 1.2 1.2
8. 281+000 281+500 12 6.5 1.2 1.2
9. 281+500 282+000 12 6.5 1.2 1.2
10. 282+000 282+500 12 6.5 1.2 1.2

Page A-3
Sr.
No.
Existing Chainage
Formation
Width(m)
Carriageway
Width(m)
Earthen Shoulder
Width(m)
From To LHS RHS
11. 282+500 283+000 12 6.5 1.2 1.2
12. 283+000 283+500 12 6.5 1.2 1.2
13. 283+500 284+000 12 6.5 1.2 1.2
14. 284+000 284+500 12 6.5 1.2 1.2
15. 284+500 285+000 12 6.5 1.2 1.2
16. 285+000 285+500 12 6.5 1.2 1.2
17. 285+500 286+000 12 6.5 1.2 1.2
18. 286+000 286+500 12 6.5 1.2 1.2
19. 286+500 287+000 12 6.5 1.2 1.2
20. 287+000 287+500 12 6.5 1.2 1.2
21. 287+500 288+000 12 6.5 1.2 1.2
22. 288+000 288+500 12 6.5 1.2 1.2
23. 288+500 289+000 12 6.5 1.2 1.2
24. 289+000 289+500 12 6.5 1.2 1.2
25. 289+500 290+000 12 6.5 1.2 1.2
26. 290+000 290+500 12 6.5 1.2 1.2
27. 290+500 291+000 12 6.5 1.2 1.2
28. 291+000 291+500 12 6.5 1.2 1.2
29. 291+500 292+000 12 6.5 1.2 1.2
30. 292+000 292+500 12 6.5 1.2 1.2
31. 292+500 293+000 12 6.5 1.2 1.2
32. 293+000 293+500 12 6.5 0.5 0.5
33. 293+500 294+000 12 6.5 0.0 0.0
34. 294+000 294+500 12 6.5 1.2 1.2
35. 294+500 295+000 12 6.5 1.2 1.2
36. 295+000 295+500 12 6.5 1.2 1.2
37. 295+500 296+000 12 6.5 1.2 1.2
38. 296+000 296+500 12 6.5 1.2 1.2
39. 296+500 297+000 12 6.5 1.2 1.2
40. 297+000 297+500 12 6.5 1.2 1.2
41. 297+500 298+000 12 6.5 1.0 0.5
42. 298+000 298+500 12 6.5 1.2 1.2
43. 298+500 299+000 12 6.5 1.2 1.2
44. 299+000 299+500 12 6.5 1.2 1.2
45. 299+500 300+000 12 6.5 1.2 1.2
46. 300+000 300+500 12 6.5 1.2 1.2
47. 300+500 301+000 12 6.5 1.2 1.2
48. 301+000 301+500 12 6.5 1.2 1.2
49. 301+500 302+000 12 6.5 1.2 1.2
50. 302+000 302+500 12 6.5 1.2 1.2
51. 302+500 303+000 12 6.5 1.2 1.2
52. 303+000 303+500 12 6.5 1.2 1.2
53. 303+500 304+000 12 6.5 1.2 1.2
54. 304+000 304+500 12 6.5 1.2 1.2
55. 304+500 305+000 12 6.5 1.2 1.2
56. 305+000 305+500 12 6.5 1.2 1.2
57. 305+500 306+000 12 6.5 1.2 1.2
58. 306+000 306+500 12 6.5 1.2 1.2
59. 306+500 307+000 12 6.5 1.2 1.2
60. 307+000 307+500 12 6.5 1.2 1.2
61. 307+500 308+000 12 6.5 1.2 1.2
62. 308+000 308+500 12 6.5 1.2 1.2
63. 308+500 309+000 12 6.5 1.2 1.2
64. 309+000 309+500 12 6.5 1.2 1.2
65. 309+500 310+000 12 6.5 1.2 1.2
66. 310+000 310+500 12 6.5 1.2 1.2

Page A-4
Sr.
No.
Existing Chainage
Formation
Width(m)
Carriageway
Width(m)
Earthen Shoulder
Width(m)
From To LHS RHS
67. 310+500 311+000 12 6.5 1.2 1.2
68. 311+000 311+500 12 6.5 1.2 1.2
69. 311+500 312+000 12 6.5 1.2 1.2
70. 312+000 312+500 12 6.5 1.2 1.2
71. 312+500 313+000 12 6.5 1.2 1.2
72. 313+000 313+500 12 6.5 1.2 1.2
73. 313+500 314+000 12 6.5 1.2 1.2
74. 314+000 314+500 12 6.5 1.2 1.2
75. 314+500 315+000 12 6.5 1.2 1.2
76. 315+000 315+500 12 6.5 1.2 1.2
77. 315+500 316+000 12 6.5 1.5 1.5
78. 316+000 316+500 12 6.5 1.5 1.5
79. 316+500 317+000 12 6.5 1.5 1.5
80. 317+000 317+500 12 6.5 1.5 1.5
81. 317+500 318+000 12 6.5 1.5 1.5
82. 318+000 318+500 12 6.5 1.5 1.5
83. 318+500 319+000 12 6.5 1.5 1.5
84. 319+000 319+500 12 6.5 1.5 1.5
85. 319+500 320+000 12 6.5 1.5 1.5
86. 320+000 320+500 12 6.5 1.5 1.5
87. 320+500 321+000 12 6.5 1.5 1.5
88. 321+000 321+500 12 6.5 1.5 1.5
89. 321+500 322+000 12 6.5 1.5 1.5
90. 322+000 322+500 12 6.5 1.5 1.5
91. 322+500 323+000 12 6.5 1.5 1.5
92. 323+000 323+500 12 6.5 1.5 1.5
93. 323+500 324+000 12 6.5 1.5 1.5
94. 324+000 324+500 12 6.5 1.5 1.5
95. 324+500 325+000 12 6.5 1.5 1.5
96. 325+000 325+500 12 6.5 1.5 1.5
97. 325+500 326+000 12 6.5 1.5 1.5
98. 326+000 326+500 12 6.5 1.5 1.5
99. 326+500 327+000 12 6.5 1.5 1.5
100. 327+000 327+500 12 6.5 1.5 1.5
101. 327+500 328+000 12 6.5 1.5 1.5
102. 328+000 328+500 12 6.5 1.5 1.5
103. 328+500 329+000 12 6.5 1.2 1.2
104. 329+000 329+500 12 6.5 1.2 1.2
105. 329+500 330+000 12 6.5 1.2 1.2
106. 330+000 330+500 12 6.5 1.2 1.2
107. 330+500 331+000 12 6.5 1.2 1.2
108. 331+000 331+500 12 6.5 1.2 1.2
109. 331+500 332+000 12 6.5 1.2 1.2
110. 332+000 332+500 12 6.5 1.2 1.2
111. 332+500 333+000 12 6.5 1.2 1.2
112. 333+000 333+500 12 6.5 1.2 1.2
Ø NH-6
Sr.
No.
Existing Chainage Formation
Width(m)
Carriageway
Width(m)
Earthen Shoulder
Width(m)
From To LHS RHS
1. 199+200 199+000 12 6.6 1.5 1.5
2. 199+000 198+500 12 6.6 1.5 1.5

Page A-5
Sr.
No.
Existing Chainage Formation
Width(m)
Carriageway
Width(m)
Earthen Shoulder
Width(m)
From To LHS RHS
3. 198+500 198+000 12 6.6 1.5 1.5
4. 198+000 197+500 12 6.6 2.5 1.0
5. 197+500 197+000 12 6.6 2.5 2.5
6. 197+000 196+500 12 6.6 2.5 2.5
7. 196+500 196+000 12 6.6 2.5 2.5
8. 196+000 195+500 12 6.6 2.5 2.5
9. 195+500 195+000 12 6.6 2.5 2.5
10. 195+000 194+500 12 6.6 2.5 2.5
11. 194+500 194+000 12 6.6 2.5 2.5
12. 194+000 193+500 12 6.6 2.5 2.5
13. 193+500 193+000 12 6.6 2.5 2.5
14. 193+000 192+500 12 6.6 2.5 2.5
15. 192+500 192+000 12 6.6 2.5 2.0
16. 192+000 191+500 12 6.6 2.5 2.0
17. 191+500 191+000 12 6.6 2.0 2.0
18. 191+000 190+500 12 6.6 2.0 2.0
19. 190+500 190+000 12 6.6 2.0 2.0
20. 190+000 189+500 12 6.6 2.0 2.0
21. 189+500 189+000 12 6.6 2.0 2.0
22. 189+000 188+500 12 6.6 2.0 2.0
23. 188+500 188+000 12 6.6 2.0 2.0
24. 188+000 187+500 12 6.6 1.5 1.5
25. 187+500 187+000 12 6.6 1.5 1.5
26. 187+000 186+500 12 6.6 1.5 1.5
27. 186+500 186+000 12 6.6 1.5 1.5
28. 186+000 185+500 12 6.6 1.5 1.5
29. 185+500 185+000 12 6.6 1.5 1.5
30. 185+000 184+500 12 6.6 1.5 1.5
31. 184+500 184+000 12 6.6 1.5 1.5
32. 184+000 183+587 12 6.6 1.5 1.5
4. Major Bridges
The Site includes the following Major Bridges:
S.No. Road Chai
nage
(km)
Type of Structure No. of Spans
with span
length (m)
Width
(m)
Foundatio
n
Sub-
structure
Superstructu
re
1 NH-33 293+376 Open
Foundation
Wall Type RCC T-Beam 3x15.3+1x15.5+
1x15.1
8.4
2 NH-6 195+296 Open
Foundation
Wall Type RCC T-Beam 5x15.3 8.6

Page A-6
5 Road over-bridges (ROB)/ Road under-bridges (RUB)
The Site includes the following ROB (road over railway line)/RUB
(road under railway line):
S.No. Road Chainag
e (km)
Type of Structure No. of
Spans
with span
length (m)
Widt
h (m)
ROB
/
RUB
Foundation Superstructure
1 NH-33 301+600 Open
Foundation
RCC Solid Slab 1x7.5+1x6.3
+1x7.7
8.1 ROB
6 Grade separators
The Site includes the following grade separators:
S.No. Chainag
e (km)
Type of Structure No. of Spans
with span length
(m)
Widt
h (m)
Foundation Superstructure
Nil
7 Minor bridges
The Site includes the following minor bridges:
S.No. Road Chainag
e (km)
Spans
with span
length (m)
Widt
h (m)
Foundation Sub-
structur
e
Superstructur
e
1 NH-33 279+703 Open
Foundation
Wall Type RCC T-Beam 1x18.3+1x18.
7
8.2
2 NH-33 280+729 Open
Foundation
Wall Type RCC Solid Slab 2x3.3 11.9
3 NH-33 282+864 Open
Foundation
4 NH-33 286+052 Open
Foundation
5 NH-33 289+832 Open
Foundation
6 NH-33 291+638 Open
Foundation
7 NH-33 296+764 Open
Foundation
8 NH-33 302+975 Open
Foundation
9 NH-33 310+745 Open
Foundation
10 NH-33 313+043 Open
Foundation
Wall Type RCC T-Beam 2x12+2x11.7 8.6
11 NH-33 318+422 Open Wall Type RCC T-Beam 2x10.3+1x10.8.6

Page A-7
S.No. Road Chainag
e (km)
Spans
with span
length (m)
Widt
h (m)
Foundation Sub-
structur
e
Superstructur
e
Foundation 1
12 NH-33 319+929 Open
Foundation
Wall Type RCC T-Beam 1x17.5+2x17.
7
8.6
13 NH-33 324+467 Open
Foundation
14 NH-6 198+125 Open
Foundation
8 Railway level crossings
The Site includes the following railway level crossings:
S. No. Location (km) Remarks
Nil
9 Underpasses (vehicular, non vehicular)
The Site includes the following underpasses:
S. No. Chainage (km) Type of Structure No. of Spans
with span length
(m)
Width
(m)
Nil
10 Culverts
The Site has the following culverts:
S. No. Chainage (km) Type of Culvert
Span /Opening
with span
length (m)
Width
(m)
NH-33
1 277+693 HPC 1x0.9 16.70
2 278+614 SLC 1 x 0.9 12.10
3 278+830 SLC 1 x 0.9 11.80
4 279+149 HPC 1x1.15 15.60
5 279+442 HPC 1 x 0.9 12.00
6 282+415 SLC 1 x 1.8 12.00
7 284+144 SLC 1 x 1.4 12.20
8 284+928 Buried - 17.90
9 286+210 HPC 1x0.9- 12.00
10 287+398 SLC 1 x 2.0 12.20
11 287+785 SLC 1 x 2.0 12.00

Page A-8
Span /Opening
with span
length (m)
Width
(m)
12 288+395 SLC 1 x 2.0 11.70
13 288+579 SLC 1 x 3 12.10
14 288+598 SLC 1 x 2 11.90
15 288+635 SLC 1 x 2.2 12.10
16 289+449 HPC 1 x 1.2 12.00
17 289+685 HPC 1 x 1.2 12.00
18 290+636 SLC 2 x 2.7 12.10
19 292+282 SLC 2 x 2.7 11.00
20 292+400 SLC 1 x 1 11.80
21 294+840 HPC 1 x 1.2 15.60
22 295+067 SLC 1 x 1.5 12.00
23 295+633 SLC 1 x 0.9 11.90
24 296+226 SLC 1 x 0.9 12.20
25 297+326 HPC 1 x 0.9 18.00
26 297+744 HPC 1 x 0.9 12.20
27 297+783 SLC 1 x 4.2 12.10
28 297+926 HPC 2 x 0.9 16.60
29 298+505 SLC 1 x 4.1 12.30
30 299+479 SLC 1 x 1.5 11.60
31 301+232 HPC - 12.00
32 302+470 SLC 1 x 0.9 12.10
33 303+424 SLC 1 x 3.1 11.90
34 304+640 SLC 1 x 0.9 12.00
35 306+160 SLC 1 x 2.3 12.20
36 307+106 HPC - 15.00
37 307+357 SLC 1 x 1.6 12.10
38 308+060 SLC 1 x 1.5 12.10
39 308+932 HPC 1 x 1.2 17.60
40 309+568 SLC 1 x 2.1 12.40
41 311+722 HPC 3 x 0.9 12.00
42 311+742 HPC 1 x 1.2 13.70
43 312+306 SLC 1 x 1 12.00
44 312+524 SLC 1 x 1 12.00
45 313+369 SLC 1 x 1.8 12.00
46 313+386 SLC 1 x 3.4 12.00
47 314+471 SLC 1 x 1.2 12.00
48 314+750 HPC 3 x 0.9 12.70
49 317+523 SLC 1 x 1.8 12.00
50 317+632 HPC 1 x 0.9 13.00
51 320+331 SLC 1 x 1.5 12.00
52 320+738 SLC 1 x 0.9 12.00
53 321+088 SLC 1 x 1.8 12.00
54 322+236 Buried 1 X 2.0 12.10
55 322+546 SLC 2 x 2 12.00
56 324+072 HPC 2 X 1.2 12.20
57 324+991 SLC 1 x 1.5 12.00

Page A-9
Span /Opening
with span
length (m)
Width
(m)
58 325+585 SLC 1 x 2.0 12.00
59 326+198 SLC 1 x 1.8 12.00
60 326+846 SLC 1 x 1.5 12.10
61 327+443 SLC 1 x 4.0 12.00
62 328+872 SLC 1 x 2.1 12.10
63 329+329 SLC 2 x 1.5 12.10
64 329+438 SLC 1 x 1.5 12.00
65 329+511 SLC 1 x 1.5 12.10
66 330+438 SLC 1 x 1.5 12.00
67 331+914 SLC 1 X 1.5 12.00
68 332+466 HPC 1 x 0.9 12.00
69 333+030 SLC 1 x 1.5 12.00
70 333+235 SLC 1 x 2 12.00
NH-6
71 198+805 SLC 1 x 2 12.00
72 198+772 SLC 1 x 4.5 12.40
73 198+700 SLC 1 x 6 12.40
74 198+230 SLC 1 x 3.7 12.20
75 197+475 SLC 1 x 4 12.00
76 197+295 SLC 1 x 2 12.00
77 197+110 HPC - 12.40
78 197+000 SLC 1 x 1.5 12.00
79 196+340 HPC 1x1.2 12.40
80 194+630 HPC 1x1.2 13.20
81 193+940 SLC 1 x 5.5 12.00
82 193+405 HPC 1x1.2 12.90
83 192+725 HPC 2x0.9 12.20
84 192+098 HPC 1x1.2 12.10
85 191+530 SLC 1 x 6 12.00
86 190+915 SLC 1 x 2 12.00
87 190+715 HPC 2x0.9 12.20
88 190+182 HPC 1x1.2 12.10
89 189+965 HPC 1x1.2 12.40
90 189+732 SLC 1 x 2.5 12.00
91 189+567 SLC 1 x 3.5 12.00
92 189+145 SLC 1 x 1.5 12.00
93 188+580 SLC 1 x 2 12.00
94 188+125 SLC 1 x 2 12.00
95 187+725 SLC 1 x 4 12.00
96 187+280 SLC 1 x 2 12.00
97 186+143 HPC 1x1.2 12.40
98 185+752 HPC 1x1.2- 12.10
99 185+225 HPC 1x1.2 12.40
100 184+940 HPC 1x0.9 12.50
101 184+000 SLC 1 x 1.5 12.00

Page A-10
11 Bus bays
The details of bus bays on the Site are as follows:
S. No. Chainage (km) Length (m) Left
Han
d Side
Right Hand
Side
Nil
12 Truck Lay byes
The details of truck lay byes are as follows:
S. No. Chainage (km) Length (m) Left
Hand
Side
Right
Hand
Side
Nil
13 Road side drains
The details of the roadside drains are as follows:
S. No. Location Type
From km to km Masonry/cc (Pucca)
NH-33
1. 277+500 277+635 Pucca (Both Side)
2. 281+100 281+740 Pucca (Both Side)
3. 290+950 291+500 Pucca (Both Side)
4. 296+070 296+230 Pucca (Left Side)
5. 297+430 297+750 Pucca (Both Side)
6. 311+200 311+600 Pucca (Right Side)
7. 311+970 312+130 Pucca (Left Side)
8. 314+500 314+630 Pucca (Both Side)
9. 319+480 319+520 Pucca (Left Side)
10. 331+460 331+550 Pucca (Right Side)
11. 333+335 198+950 Pucca (Left Side)
NH-6
12. 197+770 197+580 Pucca (Left Side)
13. 195+780 195+680 Pucca (Right Side)
14. 194+640 194+520 Pucca (Left Side)
15. 191+060 190+990 Pucca (Left Side)
16. 190+350 190+270 Pucca (Both Side)
14 Major junctions
The details of major junctions are as follows:

Page A-11
Sr.
No.
Existing Ch. Type
Category of
Road
At grade/
Separated
Category of
Cross Road
1 199+200 T NH
At Grade junction
with service road
Junction between
NH-33 and NH-6
(NH: National Highway, SH: State Highway, MDR: Major District Road)
15 Minor junctions
The details of the minor junctions are as follows:
Sr.
No.
Road Existing Ch. Design Chainage Side
Type of
junction
Category of
cross road
1 NH-33 277+510 0+010 Right T-Type VR
2 NH-33 277+917 0+410 Left T-Type BT
3 NH-33 278+164 0+670 Right T-Type VR
4 NH-33 278+425 0+920 Both X-Type VR
5 NH-33 278+475 0+970 Right T-Type OTH
6 NH-33 278+800 1+300 Right T-Type VR
7 NH-33 279+700 2+200 Both X-Type NALA
8 NH-33 280+770 3+270 Right Y-Type OTH
9 NH-33 281+335 3+830 Left T-Type VR
10 NH-33 281+575 4+070 Left T-Type VR
11 NH-33 281+747 4+240 Left Y-Type VR
12 NH-33 281+953 4+455 Right T-Type VR
13 NH-33 282+160 4+655 Left Y-Type VR
14 NH-33 284+872 7+370 Left T-Type VR
15 NH-33 284+887 7+387 Right 4 Arm-Type VR
16 NH-33 285+386 7+885 Right T-Type VR
17 NH-33 285+715 8+215 Right T-Type VR
18 NH-33 286+385 8+865 Both X-Type BT
19 NH-33 286+566 9+060 Right T-Type BT
20 NH-33 286+923 9+400 Both X-Type VR
21 NH-33 287+150 9+600 Right Y-Type VR
22 NH-33 287+225 9+725 Both X-Type VR
23 NH-33 287+419 9+900 Right T-Type VR
24 NH-33 287+725 10+225 Right T-Type VR
25 NH-33 288+070 10+570 Left Y-Type VR
26 NH-33 288+805 11+305 Both X-Type VR
27 NH-33 289+034 11+555 Both X-Type VR
28 NH-33 289+311 11+835 Left T Type OTH
29 NH-33 289+800 12+300 Right T-Type MUD
30 NH-33 290+244 12+744 Left T-Type VR
31 NH-33 290+250 12+750 Left Y-Type BT
32 NH-33 290+387 12+887 Left T-Type VR
33 NH-33 290+402 12+895 Right Y-Type VR
34 NH-33 291+765 14+260 Both X-Type OTH
35 NH-33 292+375 14+870 Left T-Type VR
36 NH-33 294+075 16+570 Left Y-Type VR
37 NH-33 294+750 17+245 Both T-Type VR
38 NH-33 295+385 17+885 Right T-Type VR
39 NH-33 295+464 17+960 Left T-Type VR

Page A-12
Sr.
No.
Type of
junction
Category of
cross road
40 NH-33 295+900 18+400 Right T-Type C R
41 NH-33 297+357 19+854 Left T-Type OTH
42 NH-33 297+740 20+240 Right 4 Arm-Type OTH
43 NH-33 297+918 20+418 Right Y- Type MUD
44 NH-33 299+190 21+690 Both X-Type VR
45 NH-33 299+775 22+275 Right Y-Type MUD
46 NH-33 299+788 22+288 Left Y-Type VR
48 NH-33 300+090 22+590 Right Y Type OTH
49 NH-33 300+416 22+916 Right T Type MUD
51 NH-33 300+767 23+267 Right T-Type RS
52 NH-33 300+812 23+310 Left T-Type VR
53 NH-33 300+833 23+334 Right T-Type RS
55 NH-33 301+050 23+550 Right T Type OTH
56 NH-33 301+408 23+937 Right Y Type MUD
59 NH-33 302+183 24+675 Left T-Type MUD
60 NH-33 302+389 24+890 Left X-Type VR
61 NH-33 302+400 24+900 Right T-Type VR
62 NH-33 303+288 25+790 Left T-Type VR
63 NH-33 304+467 26+970 Right T Type VR
64 NH-33 305+100 27+603 Left T-Type MUD
65 NH-33 305+750 28+250 Left T-Type MUD
66 NH-33 306+361 28+865 Both X-Type CROSS
67 NH-33 306+376 29+135 Left Y-Type MUD
68 NH-33 307+233 29+737 Left Y-Type VR
69 NH-33 307+595 30+100 Both X-Type VR
70 NH-33 308+600 31+100 Left T-Type VR
71 NH-33 308+610 31+114 Right T-Type VR
74 NH-33 310+660 33+168 Right T-Type VR
75 NH-33 310+958 33+480 Left Y-Type VR
76 NH-33 311+350 33+860 Left T-Type MUD
77 NH-33 311+550 34+060 Left T-Type MUD
78 NH-33 312+157 34+667 Left Y-Type CROSS
79 NH-33 312+265 34+775 Right Y-Type VR
80 NH-33 313+121 35+770 Left Y-Type MUD
81 NH-33 313+760 36+260 Left T-Type VR
83 NH-33 314+106 36+606 Right T-Type VR
84 NH-33 316+726 39+320 Both T-Type VR
85 NH-33 317+052 39+647 Left Y-Type OTH
86 NH-33 317+728 40+320 Both X-Type VR
87 NH-33 318+861 41+460 Left T-Type MUD
88 NH-33 319+262 41+900 Left T-Type VR
89 NH-33 319+288 41+916 Right T-Type VR
90 NH-33 319+444 42+070 Left T-Type VR

Page A-13
Sr.
No.
Type of
junction
Category of
cross road
91 NH-33 320+650 43+160 Left Y-Type VR
92 NH-33 320+867 43+367 Left T-Type VR
93 NH-33 321+283 43+900 Right Y-Type VR
94 NH-33 321+325 43+930 Left Y-Type VR
95 NH-33 322+294 44+910 Right T-Type VR
97 NH-33 323+819 46+460 Both X-Type OTH
98 NH-33 325+354 47+998 Both X-Type VR
99 NH-33 326+354 49+010 Left Y-Type MUD
103 NH-33 327+000 49+679 Right Y-Type VR
104 NH-33 328+000 50+652 Left T-Type MUD
105 NH-33 328+006 50+670 Right Y-Type VR
106 NH-33 328+197 50+860 Left T-Type MUD
107 NH-33 328+521 51+205 Left Y-Type MUD
111 NH-33 330+124 52+795 Right 4 Arm-Type VR
112 NH-33 331+044 53+726 Left T-Type MUD
113 NH-33 331+148 53+828 Left T-Type MUD
118 NH-33 332+340 54+945 Both T-Type VR
119 NH-33 332+559 55+150 Right Y-Type VR
120 NH-33 332+834 55+445 Left T-Type OTH
121 NH-33 332+886 55+480 Left T-Type OTH
122 NH-33 333+137
0+257 (NH-6
chainage)
Left T-Type
CROSS
123 NH-06 198+950 0+700 Left T-Type CROSS
124 NH-06 198+870 0+782 Left T-Type OTH
125 NH-06 198+785 0+866 Right T-Type CROSS
126 NH-06 197+885 1+764 Left Y-Type CROSS
127 NH-06 197+710 1+940 Left T-Type VR
129 NH-06 197+250 2+388 Left T-Type MUD
130 NH-06 197+085 2+548 Left Y-Type VR
131 NH-06 195+900 3+747 Left Y-Type VR
133 NH-06 195+070 4+543 Left Y-Type VR
134 NH-06 194+650 5+005 Both T-Type VR
135 NH-06 194+325 5+335 Both X-Type VR
136 NH-06 193+590 6+084 Left Y-Type VR
137 NH-06 191+390 8+259 Right T-Type VR
138 NH-06 191+360 8+280 Left T-Type VR
139 NH-06 190+230 9+415 Right T-Type VR

Page A-14
Sr.
No.
Type of
junction
Category of
cross road
141 NH-06 189+880 9+753 Left T-Type VR
142 NH-06 189+860 9+764 Right T-Type VR
143 NH-06 188+330 11+311 Left T-Type MUD
147 NH-06 186+400 13+238 Left Y-Type MUD
148 NH-06 185+360 14+340 Both X-Type VR
149 NH-06 185+320 14+357 Right T-Type VR
150 NH-06 185+200 14+477 Left T-Type VR
151 NH-06 184+650 15+073 Right T-Type VR
153 NH-06 183+880 15+834 Left T-Type VR
16 Bypasses
The details of the bypasses are as follows:
S.
No.
Name of bypass (town) Chainage (km)
From ----to
Length (in
Km)
Carriageway
Width (m) Type
Nil
17 Other structures
S. No Chainage
Type of
Structure
No. of Spans with
Span Length (m)
Width (m)
Nil
18 Referencing System
Kilometer stones are existing in entire length of the project highway. It is called the
“Existing Chainage”. During topography survey with Total Station, observations are made
to these Km stones and after finalization of alignment by improving the existing geometry
the chainage has been referred to “Design Chainage”. The relationship between the
“Existing Chainage” and the “Design Chainage” as per field surveys of the location of
existing Km stones using the total station for the “Project Highway” is given below.
Design Chainage corresponding to Existing Chainage
NH-33 CHAINAGE NH-6 CHAINAGE
Existing
Chainage
Design
Chainage Remarks
Existing
Chainage
Design
Chainage Remarks
(Km) (Km) (Km) (Km)
277+500 0+000 Start of NH33
NH-33
Chainage
332+880
to
333+500
0+000 -
0+620
This part is included in Design
chainage of NH-6 because of start
of proposed flyover from Km
332+880 of NH-33

Page A-15
Existing
Chainage
Design
Chainage Remarks
Existing
Chainage
Design
Chainage Remarks
(Km) (Km) (Km) (Km)
278+000 0+498 Mahulia village
NH-6
Chainage
199+200
0+620
279+000 1+498 199+000 0+605
280+000 2+497 198+000 1+647
281+000 3+498 197+000 2+645 Matiyola vill
282+000 4+498 196+000 3+647
283+000 5+502 195+000 4+639
284+000 6+491 194+000 5+652
285+000 7+495 193+000 6+658
286+000 8+471
Mahor colony
village
192+000 7+651
287+000 9+491 Ghatsila village 191+000 8+643
288+000 10+490 190+000 9+635 Jagannathpur village
289+000 11+521 189+000 10+628
290+000 12+489 188+000 11+625
291+000 13+489 187+000 12+625
292+000 14+488 186+000 13+652
293+000 15+489 185+000 14+677
294+000 16+490 184+000 15+715
295+000 17+494 Sonkhun village 183+587 16+130
Chichra (JH/WB Border)
(Project road ends at JH/WB
Border. This is start point of
Chichra – Kharagpur section and
taken as Km185.150 of NH-06. The
difference is about 1.563 km length
because on NH-06 actual road
length is found to be 2.563 km in
place of 1.0 km between Km 183 to
Km 184).
296+000 18+494
297+000 19+492
298+000 20+491
299+000 21+490
300+000 22+489
301+000 23+564
Dhalbhumgarh
village
302+000 24+494
303+000 25+492
304+000 26+483
305+000 27+485
306+000 28+485
307+000 29+491 Kokpara village
308+000 30+493
309+000 31+497
310+000 32+501
311+000 33+504
312+000 34+510 Pirajuri village
313+000 35+574
314+000 36+576
315+000 37+577
316+000 38+580 Nayagram village
317+000 39+584

Page A-16
Existing
Chainage
Design
Chainage Remarks
Existing
Chainage
Design
Chainage Remarks
(Km) (Km) (Km) (Km)
318+000 40+622
319+000 41+622 Kerukacha village
320+000 42+487 Bashada village
321+000 43+602
322+000 44+607
323+000 45+614
324+000 46+588 Bagrochara village
325+000 47+626
326+000 48+633 Tatashaki village
327+000 49+639
328+000 50+643
329+000 51+649
330+000 52+654
331+000 53+657
332+000 54+580
333+000 55+385
332+880 55+480
333+500 -
333+500
(NH-6
Chainage
199+200)
NH-6
Chainage
0+620
This part is
included in Design
chainage of NH-6
because of start of
proposed flyover
from Km 332+880
of NH-33

Page A-17
Annex - II
(Schedule-A)
Dates for providing Right of Way
The dates on which the Authority shall provide Right of Way to the Contractor on
different stretches of the Site are stated below:
Sl. No From km to km Lengt
h
(km)
Widt
h
(m)
Date of
providi
ng
ROW*
1 2 3 4 5
(i) Full Right of Way
(full width)
(a) Stretch
(b) Stretch
(c) Stretch
183.840 190.210
190.590 192.840
194.180 197.330
197.390 198.820
198.970 199.500
277.860 295.100
295.870 300.790
303.210 307.270
309.900 324.782
324.982 333.500
6.370
2.250
3.150
1.430
0.530
17.240
4.920
4.060
14.882
8.518
60 m Appointed
Date
(ii) Part Right of Way
(part width)
(a) Stretch
(b) Stretch
(c) Stretch
190.210 190.590
192.840 194.180
197.330 197.390
198.820 198.970
277.500 277.860
295.100 295.870
300.790 303.210
307.270 309.900
324.782 324.982
190.210 190.590
0.380
1.340
0.060
0.150
0.360
0.770
2.420
2.630
0.200
0.380
45 m Appointed
Date
(iii) Balance Right of
Way (width)
a) Stretch
b) Stretch
c) Stretch
190.210 190.590
192.840 194.180
197.330 197.390
198.820 198.970
277.500 277.860
295.100 295.870
300.790 303.210
307.270 309.900
324.782 324.982
190.210 190.590
0.380
1.340
0.060
0.150
0.360
0.770
2.420
2.630
0.200
0.380
15 m Within 90 days
from the
Appointed
Date
* The dates specified herein shall in no case be beyond 90 (Ninety) days after
the Appointed Date.

Page A-18
Annex - III
(Schedule-A)
Alignment Plans
The existing alignment plan of the project Highway Shall be modified as per the attached
alignment plan. The alignment plan of the project highway is enclosed in digital form.

Page A-19
Annex - IV
(Schedule-A)
Environment Clearances
The following environment clearances have been obtained:
Environment clearance for project has been granted vide letter no. F-10/66/2012-IA-III
dated 10th
January 2014 by MoEFCC
The following environment clearances are awaited:
Forest clearance is under progress.

Page A-20
Appendix A-I
Index Map of Project Highway
Mahulia-Baharagora-JH/WB border at Chichra (NH-33 & NH-6)

National Highways Authority of India Request for Proposal – Bid Documents
Volume-III: Schedules
Four Laning of Mahulia – Baharagora Section of NH-33 from km 277+500 to km 333+500 and
Baharagora to Chichra Section of NH-06 from km 199+200 to km 183+587 In The State of
Jharkhand (Design Length 71.610 kms) Under NHDP Phase III
Page B-1
SCHEDULE - B
(See Clause 2.1)
DEVELOPMENT OF THE PROJECT HIGHWAY
1. DEVELOPMENT OF THE PROJECT HIGHWAY
Development of the Project Highway shall include Design and Construction of the
Project Highway as described in this Schedule-B and in Schedule-C.
2 Rehabilitation and augmentation (Four Laning)
Four Laning shall include Widening and Reconstruction of Project Highway as described
in Annex-I of this Schedule-B and in Schedule-C.
3 Specifications and Standards
The Project Highway shall be designed and constructed in conformity with the
Specifications and Standards specified in Annex-I of Schedule-D.

Page B-2
Annex – I
(Schedule – B)
Description of Four Laning
1. WIDENING OF THE EXISTING HIGHWAY
1.1 The Project Highway shall follow the existing alignment unless otherwise specified by
the Authority and shown in the alignment plans specified in Annexure – III of Schedule
A. Geometric deficiency, if any, in the existing horizontal and vertical profiles shall be
corrected as per the prescribed standards for plain / rolling terrain to the extent land is
available.
1.2 Width of Carriageway
1.2.1 Four-Laning with paved shoulders shall be undertaken from km 277+500 to km 333+500
of NH-33 and km 199+200 to km 183+587 of NH-06 in accordance with the typical cross
sections drawings given in the Manual. The paved carriageway shall be 18m wide in
accordance with typical cross sections drawings in manual.
Locations of built-up areas are specified as under. The cross section of carriageway to
be adopted in the built-up areas shall be as indicated in the table below:
S.
No
Name
Design Chainage (km) Typical cross section
From To
NH-33
1 Mahulia Village 0+400 1+140 As per appendix B-1 of
schedule B
2 6+075 6+415
3 7+048 7+965
4 Ghatsilla Village 9+400 10+925
5 11+376 11+870
6 12+670 12+900
7
Dalbhumgarh
Village
22+978 23+775
8 Kokpara Village 30+494 31+670
9 Pitajuri Village 36+196 36+746
10 Kerukacha Village 41+497 42+222
11 Bagrochara Village 47+796 48+196
12 Tatashaki Village 48+950 49+895
13 Baharagora Town 53+991 55+480
NH-6
14 Baharagora Town 0+000 2+620 As per appendix B-1 of
schedule B
15
Kokramaragariya/
Jagannathpur
9+290 10+320
16
Dudhkunri/
Dharisol
14+440 16+130
1.2.2 Except as otherwise provided in the Agreement but subject to provisions of Schedule ‘B’
the width of the paved carriageway shall conform to paragraph 1.2.1 as above.

Page B-3
2. GEOMETRIC DESIGN AND GENERAL FEATURES
2.1 General
Geometric design and general features of the Project Highway shall be in accordance
with section 2 of the Manual.
2.2 Design speed
The design speed shall be the ruling design speed of 80 km per hour for plain/rolling
terrain.
2.3 Improvement of the existing road geometrics
2.3.1 In the following sections, where improvement of the existing road geometrics to the
prescribed standards is not possible, the existing road geometrics shall be improved to
the extent possible within the given right of way and proper road signs and safety
measures shall be provided:
S. No Stretch Type of Deficiency Remark
1 From KM 22+445 to KM 22+700 Curve Improvement NH-33
2.3.2 Details of Proposed Realignments / Curve Improvements
2.3.3 Details of proposed Bypasses
Sl.
No.
Name of
Bypass
Bypass location
w.r.t. project
alignment
Take off
Chainage
Merging
Chainage
Length
(m)
Nil
2.4 Right of Way
Details of Right of Way are given in Annex-II of Schedule-A.
Sl. No.
Design Chainage (km)
Side
Length
(m)
From To
Nil

Page B-4
2.5 Type of shoulders
(a) In built-up sections, footpaths/fully paved shoulders shall be provided in the
following stretches:
Sl. No. Stretch
(from km to km)
paved
shoulders/
footpaths
Reference to cross section
NH-33 As per appendix B-1 of
schedule B
1 0+400 1+140 2.0 m
2 6+075 6+415
3 7+048 7+965
4 9+400 10+925
5 11+376 11+870
6 12+670 12+900
7 22+978 23+775
8 30+494 31+670
9 36+196 36+746
10 41+497 42+222
11 47+796 48+196
12 48+950 49+895
13 53+991 55+480
NH-06
14 0+000 2+620 2.0 m
15 9+290 10+320
16 14+440 16+130
(b) In open country, [paved shoulders of 1.5 m width shall be provided and 2.0m
width earthen shoulder shall be provided.
(c) Design and specifications of paved shoulders and granular material shall
conform to the requirements specified in paragraphs 5.10 of the Manual.
2.6 Service/ Slip Roads
2.6.1 Service Roads
S. No
Location of Service Road Right hand side
(RHS)/ Left hand
side (LHS)/ or Both
sides
Length of
Service Road
(m)
From (km) To (km)
1 9+400 10+924 Both 2 x 1524
2 12+670 12+900 Both 2 x 230
3 48+950 49+895 Both 2 x 945
4 53+991 55+480 Both 2 x 1489
2.6.2 Service Roads cum Slip Roads
S. No Location of Slip Road Right hand Length of Slip

Page B-5
From (km) To (km)
side (RHS)/
Left hand side
(LHS)/ or Both
sides
Road (in m)
1 0+400 1+400 Both 2 x 1000
2 7+008 7+965 Both 2 x 957
3 11+200 11+910 Both 2 x 710
4 22+910 23+775 Both 2 x 865
5 30+494 31+670 Both 2 x 1176
6 36+196 36+824 Both 2 x 628
7 41+497 42+222 Both 2 x 725
8 47+744 48+274 Both 2 x 530
9 0+000 2+620 Both 2 x 2620
10 9+167 10+320 Both 2 x 1153
11 14+440 16+130 Both 2 x 1690
2.7 Typical cross-sections of the Project Highway
Typical cross sections alongwith different types of cross-section required to be
developed in different segments of the project highway indicated in Appendix B-I.
3 INTERSECTIONS AND GRADE SEPARATORS
All intersections and grade separators shall be as per Section 3 of the Manual. Existing
intersections which are deficient shall be improved to the prescribed standards.
Properly designed intersections shall be provided at the locations and of the types and
features given in the tables below:
(A) At-grade Major intersections
Major Intersections
Sl. No.
Location of
intersection
(Design
Chainage)
Type of
intersection
Other Features
Junction Layout as
per Manual
Nil
Minor Intersections
Sl. No.
Location of intersection
( Design Chainage)
Type of
intersection
Other Features
Junction
Layout
1 0+010 T-Type Right NH-33 As per
Manual
2 0+410 T-Type Left NH-33
3 0+670 T-Type Right NH-33
4 0+920 X-Type Both NH-33

Page B-6
Sl. No.
( Design Chainage)
Type of
intersection
Other Features
Junction
Layout
8 3+270 Y-Type Right NH-33
11 4+240 Y-Type Left NH-33
15 7+387 4 Arm-Type Right NH-33
28 11+835 T Type Left NH-33
37 17+245 T-Type Both NH-33
43 20+418 Y- Type Right NH-33
48 22+590 Y Type Right NH-33
49 22+916 T Type Right NH-33

Page B-7
Sl. No.
( Design Chainage)
Type of
intersection
Other Features
Junction
Layout
56 23+937 Y Type Right NH-33
60 24+890 X-Type Left NH-33

Page B-8
Sl. No.
( Design Chainage)
Type of
intersection
Other Features
Junction
Layout
104 50+652 T-Type Left NH-33
106 50+860 T-Type Left NH-33
107 51+205 Y-Type Left NH-33
112 53+726 T-Type Left NH-33
113 53+828 T-Type Left NH-33
118 54+945 T-Type Both NH-33
120 55+445 T-Type Left NH-33
121 55+480 T-Type Left NH-33

Page B-9
Sl. No.
( Design Chainage)
Type of
intersection
Other Features
Junction
Layout
143 11+311 T-Type Left NH-06
147 13+238 Y-Type Left NH-06
148 14+340 X-Type Both NH-06
150 14+477 T-Type Left NH-06
152 15+530 T-Type Left NH-06
153 15+834 T-Type Left NH-06
(B) Grade separated intersection with/without ramps
S.
No
Location
Design
Chainage
Road to be carried
over/ under the
structure
1
Intersection of
NH-33 & NH-06
0+620 (NH-
06)
NH-33
(C) Vehicular Underpasses with/without ramps
S. No. Design Chainage (km) Size Location
1 0+919 1 x 12 m NH-33
2 7+365 1 x 12 m NH-33
3 11+555 1 x 12 m NH-33
4 23+266 1 x 12 m NH-33
(D)Cattle and pedestrian underpass /overpass
Cattle / pedestrian underpass shall be constructed as follows:
Sl. No.
Location Type of Crossing
1 13+990 (NH-33) CUP
2 17+650 (NH-33) CUP
3 27+750 (NH-33) CUP
4 31+106 (NH-33) PUP
5 35+096 (NH-33) CUP

Page B-10
6 36+559 (NH-33) PUP
7 41+909 (NH-33) PUP
8 43+825 (NH-33) CUP
9 48+009 (NH-33) PUP
10 52+495 (NH-33) CUP
11 2+055 (NH-06) PUP
12 9+432 (NH-06) PUP
13 12+417 (NH-06) CUP
14 15+392 (NH-06) PUP
4.0 ROAD EMBANKMENT AND CUT SECTION
4.1 Widening and improvement of the existing road embankment/ cuttings and construction
of new road embankment/ cuttings shall conform to the standards and specifications
given in Section 4 of the Manual.
4.2 Raising of the existing road
Height of the Embankment shall be in accordance with section 4 of the Manual.
The existing road shall be raised in the following sections as minimum, however,
Contractor shall ascertain other locations and shall carry out the design in accordance
with the requirements of: IRC:SP-84-2014
Sl.
No.
Design Chainage (km) Overtopping above the existing road
(m)
From To
1 31+490 33+500 1.7m to 2.1m
2 12+800 15+100 1.7m to 2.1m

Page B-11
5 PAVEMENT DESIGN
5.1 Pavement design shall be carried out in accordance with Section 5 of the Manual.
5.2 Type of Pavement
Rigid pavement shall be provided on main carriageway for complete project stretch and
at toll plaza locations, bus bays and truck lay byes.
Slip Roads:
The pavement design shall be done with Flexible Pavement.
Service roads:
Pavement shall be designed with Flexible Pavement.
5.3 Design requirements
Pavement design shall be done as per the section 5 of the manual and IRC
58.
5.3.1 Design Period and strategy for rigid pavement.
The Rigid pavement shall be designed for a minimum design period of 30 years. Stage
construction shall not be permitted.
5.3.2 Design Traffic
NH-33:
Notwithstanding anything to the contrary contained in this Agreement or the Manual, the
Contractor shall design the pavement for a design traffic of 7054 cvpd.
NH-06:
Notwithstanding anything to the contrary contained in this Agreement or the Manual, the
Contractor shall design the pavement for a design traffic of 9837 cvpd.
5.4 Reconstruction of stretches
The complete project highway shall be reconstructed with Rigid Pavement.
6 ROADSIDE DRAINAGE
Drainage system including surface and subsurface drains for the Project Highway shall
be provided as per section 6 of the Manual and as per cross section schedule provided
as Appendix - B1 to this schedule.
An effective drainage system for bridge decks shall be provided as specified in
paragraph 7.20 of the Manual.
7 Design of Structures
7.1 General

Page B-12
7.1.1 All bridges, culverts and structures shall be designed and constructed in accordance
with Section 7 of the Four lane Manual (IRC:SP:84-2014) and as detailed below.
7.1.2 The width of carriageway of new structures shall be as per provisions of the Manual
7.1.3 Provision of footpath on all structures shall be governed by the provisions of Manual.
7.1.4 All Bridges shall be high-level bridges
7.1.5 Utility services to be carried over the structures.
The following structures shall be designed to carry utility service specified in the table
below:
S. No Bridge at Km Utility service to be carried Remarks
As per Site condition and locations identified in consultation with Authority Engineer
during execution of the project highway.
7.1.6 Cross-section of the new culverts and bridges at deck level for the Project Highway shall
conform to the typical cross-sections given in Section 7 of the Manual.
7.2 Culverts
7.2.1 Overall width of all culverts shall be equal to the roadway width of the approaches.
7.2.2 Reconstruction of Existing Culverts:
The existing culverts at the following locations shall be re-constructed as new culverts
S. No.
Details
Culvert Location (km)
Type of
Culvert
Span / opening
(No. x Length in m x Height in m)
NH-33
1 11+070 Box 1 x 3
2 1+111 Box 1 x 2
3 1+327 Box 1 x 2
4 1+645 Pipe 1 x 1.2
5 4+912 Box 1 x 2
6 6+636 Box 1 x 2
7 7+423 Box 1 x 2.0
8 9+889 Box 1 x 2.0
9 10+275 Box 1 x 2.0
10 10+885 Box 1 x 2.0
11 11+089 Box 1 x 2
12 11+125 Box 1 x 2.5
13 11+955 Pipe 1 x 1.2
14 12+184 Pipe 1 x 1.2
15 13+125 Box 1 x 3
16 14+771 Box 1 x 3
17 17+332 Pipe 1 x 1.2
18 17+559 Box 1 x 2
19 21+969 Box 1 x 2

Page B-13
S. No.
Details
Culvert Location (km)
Type of
Culvert
Span / opening
(No. x Length in m x Height in m)
20 23+798 Pipe 2 x 1.2
21 29+849 Box 1 x 2
22 31+425 Pipe 1 x 1.2
23 34+278 Pipe 3 x 1.2
24 34+252 Pipe 1 x 1.2
25 35+033 Box 1 x 2
26 37+047 Pipe 1 x 1.2
27 37+327 Pipe 3 x 1.2
28 43+688 Box 1 x 2
29 44+844 Box 1 x 2.0
30 46+663 Pipe 2 x 1.2
31 48+211 Box 1 x 2.0
32 48+832 Box 1 x 2
33 50+081 Box 1 x 4.0
34 52+163 Box 1 x 2
NH-06
35 0+351 Box 1 x 2
36 0+147 Box 1 x 2
37 0+846 Box 1 x 2
38 0+877 Box 1 x 5.0
39 2+175 Box 1 x 4.0
40 2+354 Box 1 x 2.0
41 2+537 Pipe 2 x 1.2
42 2+646 Box 1 x 2
43 3+309 Pipe 1 x 1.2
44 5+014 Pipe 1 x 1.2
45 5+712 Box 1 x 5
46 6+254 Pipe 1 x 1.2
47 7+553 Pipe 1 x 1.2
48 8+723 Box 1 x 2.0
49 9+454 Pipe 1 x 1.2
50 9+663 Pipe 1 x 1.2
51 12+372 Box 1 x 2.0
52 13+510 Pipe 1 x 1.2
53 13+925 Pipe 1 x 1.2
54 14+452 Pipe 1 x 1.2
55 15+717 Box 1 x 2
7.2.3 Retaining / widening of existing culverts
All existing culverts which are not to be reconstructed shall be widened to the roadway
width of the Project Highway as per the typical cross section given in Section 7 of the
Manual. Repairs and strengthening of existing structures where required shall be carried
out.

Page B-14
S.
No.
Construction
Details
Culvert
Location
(km)
Type of
Culvert
Span / opening
(No. x Length in m x
Height in m)
NH-33
1 Minor Repairs and Widening 0+193 Pipe 1 x 0.9
4 Minor Repairs and Widening 14+889 Slab 1 x 1.0
16 Widening 29+597 Pipe 1 x 0.9
17 Widening 30+554 Slab 1 x 1.5
18 Widening 32+068 Slab 1 x 2.1
NH-06

Page B-15
7.2.4 Additional New Culverts shall be constructed as per the details given in the table
below.
7.2.5
S. No. Road
Culvert Location
(km)
Type of
Culvert
Span / opening
(No. x Length in m x
Height in m)
1 NH-33 32+370 Pipe 1x1.2
2 NH-33 32+900 Pipe 1x1.5

Page B-16
7.2.5 Repairs/replacements of railing/parapets, flooring and protection works of the existing
culverts shall be undertaken as follows:
S. No Location Type of Repair required
Locations as mentioned in Para 7.2.3, above. All
necessary repairs as per Manual.
7.2.6 Floor protection works shall be as specified in the relevant IRC Codes and
Specifications.
7.3 Bridges
7.3.1 Existing bridges to be reconstructed/widened
(i) The existing bridges at the following locations shall be re-constructed as new Structures:
S.
No
Bridge
Location
Adequacy or otherwise of
existing water way, vertical
clearance etc.,
Remarks
1 2+198 1x18.3+1x18.7 Minor RHS 2 Lane Bridge
2 5+358 3x7.0 Minor RHS 2 Lane Bridge
3 14+126 2x3.2 Minor RHS 2 Lane Bridge
4 1+524 1x6.4 Minor LHS 2 Lane Bridge
(ii) The following narrow bridges shall be widened:
S.
No.
Name of
Bridge
Design
chainage
Existi
ng
Width
(m)
Span
arrangement
Details of
widening
(m)
Cross-
section at
deck level -
Proposed
Total deck
Width (m)
Nil
7.3.2 Additional New Bridges
New Bridges at the following locations on the project highway shall be constructed:
A. Major Bridges
S. No
Road
Location
Design
Chainage
(km)
Proposed Span
Arrangement (m)
Total
Width of
Structure
(m)
Remarks
1
NH-33
15+867 3 x 15.3 + 1 x 15.5 + 1 x 15.1
Major RHS
2 Lane
Bridge
2
NH-06
4+351 5 x 15.3
Major LHS 2
Lane Bridge

Page B-17
B. Minor Bridges.
Sl.
No.
Road Location
Design
Chainage
(km)
Proposed Span
Arrangement
Remarks
1 NH-33 2+198 1 x 37.0 Minor LHS 2 Lane Bridge
10 NH-33 35+617 1 x 24.0 + 1 x 23.4 Minor RHS 2 Lane Bridge
11 NH-33 41+022 1 x 30.7 Minor RHS 2 Lane Bridge
12
NH-33
42+456
1 x 17.5 + 1 x 17.7 +
1 x 22.7
Minor RHS 2 Lane Bridge
15
NH-06
1+524 1 x 7.0
Minor over service road on
both sides of Main structure
7.3.3 The railings of existing bridges shall be replaced by crash barriers at the following
locations:
S. No. Location at Km Remarks
As mentioned in Table below 7.3.4
7.3.4 Repairs/rehabilitation of existing bridges shall be undertaken as follows:
(i) Rehabilitation/Repair of existing Major Bridges
S.
No.
Road Design
Chaina
ge
Span
arrangement
(m)
Details of
Rehabilitation
Details of Repair
1
NH-33
15+867
3 x 15.3 + 1 x
15.5 + 1 x 15.1
Any item as directed
by Authority
Engineer as per site
condition.
As directed by
Authority
Engineer as per
site condition.
2
NH-06
4+351
2 x 15.3 + 3 x
15.3

Page B-18
(ii) Rehabilitation/Repair of existing Minor Bridges
S. No.
Road
Design
Chainage
Span
arrangement
(m)
Details of
Rehabilitation
Details of
Repair
1 NH-33 3+224 2 x 3.3
Any item as
directed by
Authority
Engineer as per
site condition.
As directed
by Authority
Engineer as
per site
condition.
2 NH-33 8+524 3 x 7.8
3 NH-33 12+352 3 x 13.5
4 NH-33 19+256 3 x 13.6
5 NH-33 25+468 1 x 13.4
6 NH-33 33+251 3 x 15.3
7 NH-33 35+617 2 x 12.0 + 2 x 11.7
8 NH-33 41+022 2 x 10.3 + 1 x 10.1
9 NH-33 42+456 1 x 17.5 + 2 x 17.7
10 NH-33 47+056 3 x 14.4
7.3.5 Drainage system for bridge decks
An effective drainage system for bridge decks shall be provided as specified in the
para 7.20 of Manual.
7.3.6 Structures in marine environment
NIL
7.4. Rail-road bridges
7.4.1 Design, construction and detailing of ROB/RUB shall be as specified in the Manual.
7.4.2 Road over-bridges
Road over-bridges (road over rail) shall be provided at the following level crossings, as
per GAD drawings attached:
Sl. No. Location of Level crossing
(Chainage Km)
Length of bridge
(m)
1 24+171 1 x 16.0 + 1 x 30 + 1 x 16
7.4.3 Road under-bridges
Road under-bridges (road under railway line) shall be provided at the following level
crossings, as per GAD drawings attached:
Sl. No. Location of Level crossing Number and Length of
Span
(Chainage km) (m)
NIL
7.5 Grade separated structures

Page B-19
The grade separated structures shall be provided at the locations and of the type and
length specified in paragraphs 2.9 and 3 of this Annex-I.
7.6 Repairs and strengthening of bridges and structures
The existing bridges and structures to be repaired / strengthened, and the nature and
extent of repairs /strengthening required are given below:
A Bridges
Rehabilitation/Repair of existing Major bridges
S. No.
Location
of Bridge
Nature and extent of repairs/strengthening to be
carried out
As per details provided in clause 7.3.4
B ROB
Sl.
No
Road Location of
ROB
(Km)
Nature and extent of repairs /strengthening to
be carried out
1
NH-33
24+1717
1. Hand Railing/ Parapet to be replaced by
crash barrier.
2. Expansion joint to be provided
C. Overpasses/Underpasses and other structures
Sl. No Location of
Overpass /
Underpass
(Km)
Nature and extent of repairs
/strengthening to be carried out
NIL
7.7 List of Major Bridges and Structures
The following is the list of the Major Bridges and Flyovers & ROB’s:
S. No Road Location (Design
Chainage)
Remark
1 NH-06 0+620 Flyover
2 NH-33 15+867 Major Bridge
3 NH-06 4+351 Major Bridge
4 NH-33 24+171 ROB
8 TRAFFIC CONTROL DEVICES AND ROAD SAFETY WORKS
8.1 Traffic control devices and road safety works shall be provided in accordance with

Page B-20
relevant Section 9 of the Manuals.
a) Traffic Signs:
Traffic signs include roadside signs, overhead signs and curb mounted signs along
the entire Project Highway.
b) Pavement Marking:
Pavement markings shall cover road marking for the entire Project Highway.
a) Safety Barrier:
Provide W-beam crash barrier along the project highway at the locations as
suggested in Manual.
8.2 Specifications of the reflective sheeting.
Retro reflective sheeting should be of high intensity grade with encapsulated lens or
with micro prismatic retro reflective element in accordance with ASTM Standard D
4956 - 04.
9 ROADSIDE FURNITURE
Roadside furniture shall be provided in accordance with the provisions of Section 9 of
the Manual.
a) Road Boundary Stone: for the entire Project Highway.
b) Pedestrian Guard Rail:
The pedestrian facilities shall include the provision of the;
• Pedestrian guardrail: Provide pedestrian guardrail at each bus stop location.
• Pedestrian Crossings: Provide pedestrian crossing facilities on service roads.
c) Overhead traffic signs: location and size
1. Full width Overhead Signs: 2 Nos. (Start and end of Project Road)
2. Cantilever Overhead Signs: 9 Nos. (Approach of toll plaza 6 Nos. and approaches of
1 Major Junction 3 Nos.)
Note: The exact location of Signs and size shall be finalized as per provisions in Manual
and as per site conditions.
Details of Variable Message Signs
Sl.
No.
Design
Chainage
Number of Signs Comments
Nil
Note: The exact location of Signs and size shall be finalized as per provisions in Manual
and as per site conditions.

Page B-21
d) Delineators: Delineators for the entire Project Highway at the locations as suggested in
Schedule D.
10 COMPULSORY AFFORESTATION
The number of trees which are required to be planted by the Concessionaire as
compensatory afforestation should be as per Forest Conservation Act, twice times the
number of trees cut which is 28460 Nos. Exact nos. of trees to be plates as
compensatory afforestation shall be as finalized by the Authority’s Engineer.
11 HAZARDOUS LOCATIONS
(i) The safety barriers shall also be provided at high embankment and at sharp curve as
per Manual.
12 SPECIAL REQUIREMENTS FOR HILL ROADS
The project road is passing through plain/rolling terrain therefore special requirement for
hill roads shall not be required.
13 CHANGE OF SCOPE
The length of Structures and bridges specified here in above shall be treated as an
approximate assessment. The actual lengths as required on the basis of detailed
investigations shall be determined by the Contractor in accordance with the
Specifications and Standards. Any variations in the lengths specified in this Schedule-B
shall not constitute a Change of Scope, save and except any variations in the length
arising out of a Change of Scope expressly undertaken in accordance with the
provisions of Article 13.

Page B-22
Appendix B-I
Applicable Stretches of Typical Cross-Sections
Sl.
No.
Proposed Chainage
Type of Cross section
From To
NH - 33
1 0+000 0+400 Type A-3 (Fig. 2.4 of Manual)
2 0+400 0+610 Type B (Fig. 2.6 of Manual)
3 0+610 1+250 VUP/PUP and Approaches with RE/ RCC Retaining Wall
32 31+750 32+250 Toll plaza layout as provided in Manual

Page B-23
Sl.
No.
Proposed Chainage
Type of Cross section
From To
NH - 06
Note: Median Drains shall be provided in the super elevated stretches as per Clause 6.3.2 of
the Manual

Page C-1
SCHEDULE - C
(See Clause 2.1)
PROJECT FACILITIES
1 ProjectFacilities
The Contractor shall construct the Project Facilities in accordance with the
provisions of this Agreement. Such Project Facilities shall include:
(a) Toll plaza;
(b) Roadside furniture;
(c) Street lighting;
(d) Pedestrian facilities;
(e) Landscaping & tree plantation;
(f) Rest areas;
(g) Truck lay-byes;
(h) bus-bays and bus shelters;
(i) development of site for wayside amenities;
(j) Traffic aid posts;
(k) Medical aid posts;
(l) Vehicle rescue posts;
(m) Telecom system and
(n) Highway Traffic Management System
2 Description of Project Facilities
Each of the Project Facilities is briefly described below:
(a) Toll Plaza
Toll Plaza shall be provided at km 309+515 (NH-33) in accordance with the
Manual of Specifications and Standards as referred in schedule D.
S.No
Existing
Chainage
Design Chainage Remarks
1. Km 309+515 Km 32+010 NH 33
(b) Road side Furniture
The roadside furniture shall include the provision of the;
i. Traffic Signs
Traffic signs include roadside signs, overhead signs and curb mounted signs along
the entire Project Highway as per manual recommended in Schedule D.
ii. Pavement Markings
Pavement markings shall cover road marking for the entire Project Highway as per
manual recommended in Schedule D.
iii. LED Traffic Blinkers

Page C-2
For all Pedestrian cross walks along the alignment, at all Major Junction locations
and at Curve locations where curve radius not confirming to minimum radius as per
design standards and any other locations specified in relevant manual recommended
in Schedule D.
iv. Metal Beam Crash Barrier, Concrete Crash Barriers, Separators (M. S.
Railings)
Metal Beam Crash Barrier shall be provided in accordance with the Manual of
Specifications and Standards as referred in Schedule D. In addition, Metal Beam Crash
Barrier shall be provided in the separator between main carriageway and service
road. Minimum lengths of each of these safety barriers shall be as mentioned below:
Concrete crash barrier 15,036m
Metal beam crash barrier 61,000m
RCC Railing 3,049m
v. Delineators
Delineators for the entire Project Highway at the locations as suggested in relevant
IRC Manual recommended in Schedule D.
vi. Boundary stones
For the entire Project Highway as suggested in relevant IRC Manual recommended in
Schedule D.
vii. Hectometer / Kilometer stones
For the entire Project Highway as suggested in relevant IRC Manual recommended in
Schedule D.
(c) Street Lighting:
Street lighting shall be provided in median and service road separator at all built-
up locations (given in para 2.2 of Schedule-B) and in accordance with the
Manual of Specifications and Standards as referred in schedule D.
(d) Pedestrian Facilities
Pedestrian facilities shall be provided as per specifications and standards
specified in Schedule D.
(e) Landscaping and Tree Plantation:
Landscaping: at Toll Plaza, major intersections, interchange etc.
Landscaping within ROW of the project highway shall be done as per
specifications and standards specified in Schedule D.
(f) Rest areas:
NIL

Page C-3
(g) Truck Lay-byes
Tentative locations of truck lay-byes on either side of the road having properly
treated approaches with auxiliary left turn lanes (left-in and left-out traffic
moves).are given below .However, suitable locations shall be decided in
consultation with Authority and Authority’s Engineer.
Sr.
No.
Existing Chainage Design Chainage Side On NH
1 286+775 9+040 LHS NH-33
2 287+825 10+324 RHS NH-33
3 307+975 30+480 RHS NH-33
4 308+175 30+680 LHS NH-33
5 310+085 32+585 RHS NH-33
6 332+550 55+060 LHS NH-33
7 194+825 6+442 LHS NH-6
8 194+567 6+700 RHS NH-6
The Truck Terminal / Wayside Amenities / Truck Lay-Bys shall be provided as per
(h) Bus-byes and Bus Shelter,
The Contractor shall provide minimum of 18 nos. of Bus Bays along the project
highway and the locations are given below. The design of Bus Bays should be
aesthetically pleased with surrounding. The locations of these bus bays shall be
finalized by the Contractor in consultation with Authority’s Engineer.
Ø NH-33
Sr. No.
Existing
Design Chainage Side
Chainage
1 278+300 800 LHS
2 278+525 1+025 RHS
3 283+575 6+075 LHS
4 283+800 6+300 RHS
5 284+992 7+490 LHS
6 285+200 7+500 RHS
7 287+350 9+850 LHS
8 287+525 9+988 RHS
9 288+965 11+441 LHS
10 289+175 11+675 RHS
11 299+050 21+550 LHS
12 299+325 21+825 RHS
Ø NH-6
Sr. No. Existing Chainage Design Chainage Side
13 199+100 2+169 LHS

Page C-4
14 199+232 1+987 RHS
15 191+339 9+928 LHS
16 191+300 9+963 RHS
17 185+925 15+342 LHS
18 185+635 15+632 RHS
Note: Exact location of the Bus stop shall be decided at site in consultation with
Authority Engineer.
i) Development of site for wayside amenities
Development of site for wayside amenities shall be provided as per
j) Traffic Aid Posts
Traffic aid posts shall be provided as per specifications and standards specified
in Schedule D.
k) Medical Aid Posts
Medical Aid Posts shall be provided as per specifications and standards specified
in Schedule D.
l) Vehicle Rescue Posts
Vehicle rescue posts shall be provided as per specifications and standards
specified in Schedule D.
m) Telecom System
Telecom System shall be provided as per specifications and standards specified
in Schedule D.
n) Highway Traffic Management System
Highway Traffic Management System shall be provided as per specifications and
standards specified in Schedule D.
3) Utilities
Provision of accommodating utilities has been made over as well as underground
within utility corridor on either side of the Project Highway.
4) Rainwater Harvesting
As per Ministry of Environment and Forests Notification, New Delhi dated
14.01.1997 (as amended on 13.01.1998, 05.01.1999 & 6.11.2000), the
construction of Rain water, harvesting structure is mandatory in and around Water
Crisis area, notified by the Central Ground Water Board.

Page D- 1
SCHEDULE-D
(See Clause 2.1)
SPECIFICATIONS AND STANDARDS
1. Construction
The Contractor shall comply with the Specifications and Standards set forth in Annex-I of this
Schedule-D for construction of the Project Highway.
2. Design Standards
The Project Highway including Project Facilities shall conform to design requirements set out in
the following documents:
Manual of Specifications and Standards for four laning IRC: SP: 84:2014, referred to herein as the
Manual.

Page D- 2
Annex - I
(Schedule-D)
Specifications and Standards for Construction
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 Highway Through
Public Private Partnership” published by the Indian Road Congress (IRC: SP:84-2014), referred to
as the Manual and MORTH Specifications for Road and Bridge Works. Where the specification for
a work is not given, Good Industry Practice shall be adopted to the satisfaction of the Authority’s
Engineer.
2. Deviations from the Manual
a. The terms "Concessionaire", "Independent Engineer" and "Concession Agreement" used
in the Manual shall be deemed to be substituted by the terms "Contractor", "Authority's
Engineer" and "Agreement" respectively.
b. The Rate and Measurement for Payment as given in MORTH Specifications for Road and
Bridge Works Fifth Revision 2013 to this Schedule D shall not be applicable and shall be
replaced by appropriate clauses of Conditions of Contract together with Schedules.
c. Notwithstanding anything to the contrary contained in Paragraph 1 above, the MORTH
Specifications for Road and Bridge Works Fifth Revision 2013 shall be followed, and for
purposes of this Agreement, the aforesaid Specifications and Standards shall be deemed
to be amended to the extent set forth below:
Sl.
No.
Clause No. Description Deviation
Nil

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