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Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Schedule - A
(See Clause 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.
1.5 The status of the Environmental Clearances obtained or awaited is given in
Annex-IV.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Annex – I
(Schedule-A)
SITE
1. The Site
The site of the Four Lane Project highway starts from beginning of Varanasi to
Gorakhpur section of NH-29 from km 148+000(Existing) to km 208+300 (Existing) in
the State of Uttar Pradesh. The construction package for the project includes developing
and strengthening of the existing two lane carriageway to four lane dual carriageway
configuration. The land, carriageway and stretches comprising the site are described
below. An Index Map of the Project Highway is given at Appendix A-I
2. Land
The Site of the Project Highway comprises the land (existing right of way) as described
below:
Sl No.
Existing Chainage (Km)
Design Chainage
(Km) Location Existing
ROW (m)
Remark
From To From To
1 148+000 151+700 149+540 153+220 30 Agriculture
Land
2 151+700 160+560 153+220 164+950 Dohrighat Bypass
3 160+560 183+350 164+950 188+750
Chillupur, Hata
Bazar, Manjgoan, Gagaha Bazar
30
4 183+350 186+730 188+750 193+100 Kauriram Bypass
5 186+730 192+265 193+100 198+910 30
6 192+265 193+000 198+910 199+683 33.4 Agriculture
Land
7 193+000 204+235 199+683 211+100
Belipar Town,
Barahipur and
Damapar
30
8 204+235 205+000 211+100 211+892
25.6 Agriculture
Land
9 205+000 208+300 211+892 215+160
Chanau & Baghagoda Village at Gorakhpur
30
3. Carriageway
The present carriageway of the Project Highway is a 2-lane carriageway without paved
shoulders in its entire length. The type of the existing pavement is flexible.
4. Major Bridges
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
The Site includes the following Major Bridges:
Existing Major Bridges
Existing Chainage
(km)
Type of Structures No. of
Spans with
span length
(m)
Carriageway Width (m)
Foundation
Sub-
structure
Superstru
cture
157+000 Well RCC PSC Box 2X9.7+10X54.
7+2X51.9 7.5
164+440 Pile RCC PSC Box 2X23+1X28 7.5
187+420 Pile RCC PSC Box 1X40+2X30 7.5
189+410 Open Brick
Masonry Arch 15X7.5 8.0
5. Road Over Bridges (ROB)/Road Under Bridges(RUB )
The Site includes the following ROB/RUB:
S.
No.
Chainage
(Km)
Type of Structure No. of
Spans with
Span
Length (m)
Width
(m)
ROB/
RUB Foundation Superstructure
Nil
6. Grade Separated structures
The Site includes the following grade separated structures:
S. No.
Chainage
(Km)
Type of Structure No. of Spans
with Span
Length (m)
Width (m) Foundation Superstructure
NIL
7. Minor Bridges
The Site includes the following minor bridges:
S.
No.
Chainage
(Km)
Type of Structure No of Spans
with Span
Length (m)
Carriageway Width
(m)
Founda-
tion Substructure
Super
Structure
1. 150+190 Open RCC Wall type
Abutments and Piers
RCC solid
slab
3X6.4
(c/c Exp Joint) 11.2
2. 170+650 Open Brick masonry Wall
type Abutments
RCC solid
slab
1X9.4
(c/c Exp Joint) 12.0
3. 177+410 Open Brick masonry Wall
type Abutments
RCC solid
slab
1x 10.5
(c/c Exp Joint) 12.2
4. 187+030 Open
Brick masonry Wall
type Abutments and
Piers
Arch 3 x 7.2
(c/c Exp Joint) 9.0
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
S.
No.
Chainage
(Km)
Type of Structure No of Spans
with Span
Length (m)
Carriageway Width
(m)
Founda-
tion Substructure
Super
Structure
5. 188+600 Open
Brick masonry Wall
type Abutments and
Piers
Arch
3X8.9
(3x2x4.45)*
(c/c Exp Joint)
9.0
6. 189+190 - - Group of
Pipes
25 nos. pipes
with 1m dia. 6.7
7. 190+320 Open
Brick masonry Wall
type Abutments and
Piers
Arch 3X6.5
(c/c Exp Joint) 8.2
*Existing Arch bridge has 3 spans of 8.9m. Intermediate supports exists for
strengthening.
8. Railway Level Crossings
The Site includes the following railway level crossings:
Sl. No. Location (km) Remarks
Nil
9. Culverts
The Site has the following culverts:
Sl No. Existing Chainage (Km) Type of Culvert Span/Opening with span
length (m)
1 148+425 Slab 1x2.0
2 148+690 Slab 1x3.0
3 149+311 Pipe 1X0.9
4 149+490 Pipe 1x0.3
5 150+560 Pipe 1x0.3
6 151+146 Slab 1x3.5
7 151+541 Slab 1x3.5
8 153+250 Slab 1x4.0
9 153+850 Pipe 2x1.0
10 154+600 Pipe 2x1.0
11 155+100 Slab 1x3.0
12 155+603 Slab 1x1.0
13 156+550 Box 1x4.5x1.5
14 158+150 Pipe 1x0.3
15 159+900 Slab 1x2.1
16 160+080 Slab 1x3.7
17 161+050 Slab 1x4.4
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl No. Existing Chainage (Km) Type of Culvert Span/Opening with span
length (m)
18 161+495 Pipe 1x0.3
19 162+100 Pipe 1x1.0
20 162+622 Slab 1x1.5
21 163+250 Pipe 3x0.9
22 163+375 Pipe 1x0.3
23 163+906 Pipe 1x0.9
24 165+372 Pipe 1x0.3
25 165+872 Pipe 1x0.9
26 168+601 Pipe 5x1.0
27 169+140 Pipe 1 x 0.30
28 169+740 Arch 1x0.9
29 169+784 Pipe 1x0.6
30 171+508 Pipe 1 x 0.30
31 172+375 Slab Full Block
32 172+867 Slab 1 x 3.00
33 175+416 Pipe 1 x 1.2
34 176+185 Pipe 1 x 0.90
35 179+075 Pipe 1 x 0.90
36 180+303 Pipe 1 x 0.30
37 182+985 Slab 1 x 1.50
38 183+075 Slab 1 x 1.50
39 183+169 Slab 1 x 1.50
40 185+540 Slab 1 x 1.50
41 191+281 Pipe 1x 0.60
42 192+463 Arch 1 x 1.80
43 193+478 Pipe 4 x 0.90
44 193+862 Pipe 1 x 0.30
45 194+650 Pipe 1 x 0.30
46 195+185 Pipe 1 x 1.00
47 195+530 Pipe 1 x 0.30
48 195+980 Pipe 1 x 0.90
49 196+190 Slab 1 x 3.00
50 196+639 Pipe 1 x 0.90
51 196+905 Pipe 2 x 1.00
52 198+172 Pipe 3 x 0.90
53 198+945 Pipe 1 x 0.90
54 199+990 Pipe 5 x 0.90
55 200+700 Slab 1 x 6.00
56 202+755 Pipe 1 x 0.30
57 203+562 Pipe 2 x 0.9
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl No. Existing Chainage (Km) Type of Culvert Span/Opening with span
length (m)
58 204+600 Pipe 1 x 0.90
59 204+829 Pipe 1 x 0.90
60 205+735 Pipe 1 x 0.60
61 206+170 Pipe 1 x 0.60
62 206+550 Pipe 1 x 0.60
63 206+920 Pipe 1 x 0.60
64 207+290 Pipe 1 x 0.30
10. Bus bays
The details of Bus bays on the site are as follows:
S. No. Chainage (Km) Length (m) Left Hand
Side
Right Hand
Side
Nil
11. 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
12. Road Side Drains
The details of roadside drains are as follows:
Sl.
No.
Location Type
From (Km) To (km) Masonry/cc (Pucca) Earthen (Kutcha)
NIL
13. Major Junctions
The details of major junctions are as follows:
Sl No. Existing
Chainage (Km)
Other features
Pavement Type
Category Type of Intersection
1 156+110 Dohrighat - Azamgarh BT SH - 66 Y
2 156+280
Sh-66 - Dohrighat Town BT City Road X
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl No. Existing
Chainage (Km)
Other features
Pavement Type
Category Type of Intersection
3 157+930 Barhalganj - Deoria BT SH - 72 X
4 157+980 Chillupar Town BT City Road Y
5 158+970 Chillupar Town BT City Road Y
(NH: National Highway, SH: State Highway, MDR: Major District Road, ODR: Other
District Road, VR: Village Road)
14. Minor Junctions
The details of minor junctions are as follows:
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
1 148+410 Local
Village BT Village Road T
2 149+630 Basarthapur
village
Brick
Road Village Road Y
3 149+830 Bazarathpur BT village Road Y
4 150+030 Kusumha
Village BT Village Road Y
5 151+290 Local
Village
Brick
Road Village Road T
6 155+470 Local
Village BT Village Road Y
7 160+180 Dhobouli BT Village Road X
8 160+720 Local
Village CC Village Road Y
9 161+310 Chautisa CC Village Road T
10 161+410 Chautisa CC Village Road Y
11 161+880 Local
Village BT Village Road Y
12 161+950 Local
Village CC Village Road Y
13 162+130 Bavnauli
Village
Brick
Road Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
14 162+410 Bavnauli
Village CC Village Road Y
15 162+470 Bavnauli
Village CC Village Road Y
17 162+750 Bavnauli
Village BT Village Road Y
16 162+810 Bavnauli
Village BT Village Road T
18 163+080 Bavnauli
Village BT Village Road Y
19 163+550 Bavnauli
Village BT Village Road Y
20 165+040 Local
Village BT Village Road Y
21 165+270 Local
Village
Brick
Road Village Road Y
22 165+310 Local
Village BT Village Road Y
23 165+570 Neveda Brick
Road Village Road Y
24 165+920 Neveda Brick
Road Village Road Y
25 166+030 Neveda BT Village Road Y
26 166+140 Neveda Mud
Road Village Road Y
27 166+230 Neveda BT Village Road Y
28 166+290 Neveda BT Village Road Y
29 167+100 Hata Bazar BT Village Road Y
30 167+340 Pajupar BT Village Road Y
31 167+430 Pajupar BT Village Road T
32 167+860 Pajupar BT Village Road Y
33 167+970 Pajupar BT Village Road Y
34 168+100 Singhla BT ODR Y
35 168+150 Pajupar BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
36 168+230 Pajupar BT Village Road Y
37 168+400 Pajupar BT Village Road T
38 168+450 Pajupar BT Village Road T
39 168+820 Pajupar BT Village Road Y
40 169+060 Local
Village BT Village Road Y
41 170+100 Rawatpur BT Village Road Y
42 170+120 Rawatpur BT Village Road Y
43 170+200 Rawatpur BT Village Road Y
44 170+980 Local
Village BT Village Road Y
45 171+930 Local
Village BT Village Road Y
46 172+030 Local
Village BT Village Road Y
47 172+210 Majhgawa BT Village Road Y
48 172+350 Majhgawa BT Village Road Y
49 172+510 Majhgawa BT Village Road Y
50 172+630 Majhgawa BT Village Road Y
51 172+880 Majhgawa BT Village Road Y
52 173+700 Majhgawa BT Village Road Y
53 174+230 Majhgawa BT Village Road Y
54 174+900 Local
Village BT Village Road T
55 174+910 Local
Village BT Village Road Y
56 175+000 Local
Village BT Village Road Y
57 175+010 Local
Village CC Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
58 175+140 Local
Village BT Village Road Y
59 175+260 Local
Village CC Village Road Y
60 175+720 Gagaha BT Village Road Y
61 175+980 Gagaha BT Village Road Y
62 176+760 Gagaha BT Village Road T
63 178+420 Local
Village BT Village Road Y
64 178+730 Local
Village BT Village Road T
65 179+230 Jagdishpur CC Village Road T
66 179+350 Jagdishpur BT Village Road Y
67 179+540 Jagdishpur BT Village Road Y
68 179+750 Jagdishpur BT Village Road Y
69 179+900 Jagdishpur BT Village Road T
70 181+690 Pandyapur BT Village Road Y
71 181+770 Pandyapur BT Village Road Y
72 182+450 Pandyapur BT Village Road Y
73 182+710 Pandyapur BT Village Road T
74 182+730 Pandyapur BT Village Road T
75 183+280 Local
Village BT Village Road Y
76 186+570 Gola BT Village Road Y
77 186+700 Local
Village
Brick
Road Village Road Y
78 190+190 Local
Village
Mud
Road Village Road T
79 190+360 Local
Village BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
80 190+560 Local
Village CC Village Road Y
81 190+790 Kanshiram CC Village Road Y
82 191+550 Bharawliya Brick
Road Village Road Y
83 191+680 Bharawliya Brick
Road Village Road Y
84 192+200 Bisrouli
Bujurg
Brick
Road Village Road Y
85 192+210 Bisrouli
Bujurg
Brick
Road Village Road Y
86 192+270 Bisrouli
Bujurg CC Village Road Y
87 192+480 Bisrouli
Bujurg
Brick
Road Village Road T
88 192+590 Bisrouli
Bujurg CC Village Road Y
89 192+600 Bisrouli
Bujurg CC Village Road Y
90 195+850 Bisrouli
Bujurg
Brick
Road Village Road Y
91 195+870 Local
Village CC Village Road Y
92 193+030 Local
Village CC Village Road Y
93 193+120 Local
Village CC Village Road Y
94 193+290 Local
Village BT Village Road T
95 193+660 Belipar CC Village Road T
96 193+720 Belipar BT Village Road T
97 193+750 Local
Village CC Village Road Y
98 194+030 Bhiti BT Village Road Y
99 194+230 Bhiti CC Village Road Y
100 194+850 Local
Village BT Village Road Y
101 195+070 Local
Village BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
102 195+450 Dorbar BT Village Road Y
103 195+670 Dorbar BT Village Road Y
104 195+920 Dorbar BT Village Road Y
105 195+960 Dorbar BT Village Road Y
106 196+410 Hata BT Village Road Y
107 196+820 Local
Village BT Village Road T
108 197+110 Mehrauli BT Village Road Y
109 198+140 Mehrauli CC Village Road Y
110 198+400 Mahadih BT Village Road Y
111 199+170 Mahadih BT Village Road T
112 199+480 Local
Village CC Village Road Y
113 200+380 Mahaveer
Chapra BT Village Road Y
114 201+150 Mahaveer
Chapra BT Village Road T
115 201+800 Mahaveer
Chapra BT Village Road Y
116 201+810 Mahaveer
Chapra BT Village Road T
117 202+220 Local
Village BT Village Road Y
118 202+900 Unchgoan Brick
Road Village Road Y
119 203+000 Unchgoan BT Village Road Y
120 203+240 Unchgoan BT Village Road Y
121 203+290 Unchgoan BT Village Road Y
122 203+470 Unchgoan BT Village Road T
123 204+150 Unchgoan BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Sl
No.
Existing
Chainage
(Km)
Other
Features
Pavement
Type Category Type of Intersection
124 205+980 Local
Village
Brick
Road Village Road Y
125 206+260 Bagode Brick
Road Village Road Y
126 206+480 Bagode Brick
Road Village Road Y
127 207+070 Local
Village
Brick
Road Village Road Y
128 207+090 Local
Village BT Village Road Y
129 207+310 Local
Village BT Village Road Y
130 207+500 Local
Village
Brick
Road Village Road Y
131 207+980 Ekazhabazar BT Village Road T
15. Bypasses The details of bypasses are as follows:
S.
No.
Name of
bypass (town)
Chainage (km)
From ---- to
Length
(in Km)
Carriageway
Width (m) Type
NIL
16. Detail of any Other Structures
S.
No.
Chainage
(km) Type of Structure
No. of Spans with Span
Length (m)
Width
(m)
NIL
17. Referencing
S.No. Existing Chainage
Design Chainage (As per KM stone)
1 148+000 149+540
2 149+000 150+536
3 150+000 151+556
4 151+000 152+552
5 154+000 Dohrighat Bypass
6 160+000
7 161+000 165+422
8 162+000 166+470
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
S.No. Existing Chainage
Design Chainage (As per KM stone)
9 163+000 167+515
10 164+000 168+565
11 165+000 169+603
12 166+000 170+653
13 167+000 171+665
14 168+000 172+665
15 169+000 173+800
16 170+000 174+845
17 171+000 175+895
18 172+000 176+940
19 173+000 177+995
20 174+000 179+050
21 175+000 180+100
22 176+000 181+145
23 177+000 182+190
24 178+000 183+230
25 179+000 184+270
26 180+000 185+280
27 181+000 186+322
28 182+000 187+362
29 183+000 188+398
30 186+000 Kauriram Bypass
31 186+800
32 187+000 193+395
33 188+000 194+470
34 189+000 195+460
35 190+000 196+640
36 191+000 197+623
37 192+000 198+650
38 193+000 199+683
39 194+000 200+690
40 195+000 201+710
41 196+000 202+735
42 197+000 203+760
43 198+000 204+777
44 199+000 205+800
45 200+000 206+843
46 201+000 207+860
47 202+000 208+860
48 203+000 209+912
49 204+000 210+862
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
S.No. Existing Chainage
Design Chainage (As per KM stone)
50 205+000 211+892
51 206+000 212+893
52 207+000 213+860
53 208+000 214+860
54 208+300 215+160
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
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 parts of the Site are stated below:
Sl. No From km to
km
Length Width Date of
(km) (m) providing ROW
1 2 3 4 5
(i) Full
Right of
Way (full
width)
149+540 to
197+623 48+083
46.5-60 150 days 198+323 to
215+160 16+837
(ii) Toll
plaza
location
197+623 to
197+873 0+250 80
150 days 197+873to
198+073 0+200 120
198+073 to
198+323 0+250 80
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Annex – III
(Schedule-A)
Alignment Plans
The existing alignment of the Project Highway shall be modified as per the alignment
plan.
The alignment plan of the Project Highway is enclosed in digital form in CD.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
Annex - IV
(Schedule-A)
Environment Clearances As per MOEF notification F. No. 21-270/2008-1A.III(dated 22 August 2013), since the
project highway does not involve additional right of way or land acquisition and greater
than 40m (except at toll plaza location ) on existing alignments and 60m on bypass,
Environmental Clearance is not required.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 21
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 Four-Laning
Four laning shall include widening and strengthening of the 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.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 22
Annex-I
(Schedule-B)
Description of Four-Laning
Widening and Strengthening from km 149+540 to km 215+160 (Length =
65+620) i.e. from beginning of Amilla village to Ekazhabazar village on EPC
Mode.
1. Widening of the Existing Highway
1.1 The Project Highway shall follow the alignment specified in Annex III of Schedule-
A. Geometric deficiencies, 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 The construction of Four Lane from km 149+540 to km 215+160 shall be undertaken.
The width of carriageway in open country, built up areas and approaches of grade
separated structures shall be as per the Manual refer to in the Schedule-D (herein after
called the „Manual‟) unless otherwise specified in this Schedule-B and Schedule-D.
1.2.2 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:
Sl.
No. Built-up areas
Design Chainage
(km)
*Typical cross section
As per Manual
1 Bavanauli village 167+900 168+650 Typical Cross Section Type-B
(Fig 2.6). Service road left side
2 Hata Bazar 171+750 172+950
Typical Cross Section Type-B
(Fig 2.6). Service road Both side
3 Majhgawa Village 176+300 177+500
4 Gagha Village 179+950 181+200
5 Jagadishpur Village 183+900 185+200
6 Jagadishpur Village 186+500 186+800
7 Pandyapur Village 187+900 188+250
8 Kanshiram Village 197+250 197+623
9 Bisrouli Bujurg Village 198+700 199+250
10 Belipar Village 199+800 200+765
11 Dorbar Village 202+100 203+100
12 Mahaveer Chapra Village 207+850 208+950
13 Unchgoan Villaage 210+070 210+700
14
210+900 211+300 Typical Cross Section Type-B
(Fig 2.6). Service road Right side
15 Bagode Village 212+900 214+850 Typical Cross Section Type-B
(Fig 2.6). Service road left side
* Note: Above cross sections are applicable except at Grade Separator locations and its
approaches. (Median width at location of Grade separator and approaches locations will be as
per table above).
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 23
1.2.3 Except as otherwise provided in this Agreement, the width of the paved carriageway and
cross-sectional features shall conform to paragraph 1.2.
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 100 km per hr for plain/rolling terrain.
2.3 Improvement of the Existing Road Geometrics
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
Nil
2.3.1 Details of proposed Realignments
Sl.
No.
Design Chainage Side Design Length (Km)
From (Km) To (Km)
1. 195+730 196+050 RHS 0+320
Note: existing stretches of Highway corresponding to above mentioned bypasses/re-
alignment shall be maintained in traffic worthy conditions by the Contractor during
construction period. Maintenance shall cover at least one overlay of renewal coat during the
construction period.
2.3.2 Details of proposed bypasses:
S.No. Name of Bypasses Existing Chainage (Km) Design Chainage (KM) Length
(km) From TO From TO
1 Dohrighat 151+700 160+560 153+220 164+950 11+730
2 Kauriram 183+350 186+730 188+750 193+100 4+350
Total Length (Km) = 16+080
Note: Existing stretches of Highway corresponding to above mentioned bypasses/re-
alignment shall be maintained in traffic worthy conditions by the Contractor during
construction period. Maintenance shall cover at least one overlay of renewal coat during the
construction period.
2.4 Right of Way
Details of Right of Way are mentioned in the Annexure II of Schedule A.
2.5 Service/Slip Roads
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 24
2.5.1 Service Roads:
The service road shall be constructed at the following locations and for the length indicated
below:
SL
NO
EXISTING
CHAINAGE DESIGN CHAINAGE
SIDE LOCATION
from
(Km) To (km)
from
(Km) To (km)
Length
(m)
CW
(m)
1 163+385 164+085 167+900 168+650 750 7.5 LHS Bavanauli
village
2 167+085 167+615 171+750 172+280 530 7.5 BOTH
SIDE Hata Bazar
167+614 168+285 172+280 172+950 670 7.5
BOTH
SIDE
3 171+405 171+885 176+300 176+780 480 7.5 BOTH
SIDE
Majhgawa
Village
171+885 172+560 176+780 177+500 720 7.5
BOTH
SIDE
4 174+000 175+332 179+950 180+430 480 7.5 BOTH
SIDE Gagha Village
175+328 176+053 180+430 181+200 770 7.5
BOTH
SIDE
Gagaha
Village
5 178+670 179+000 183+900 184+270 370 7.5 BOTH
SIDE
Jagadishpur
Village
6 179+672 179+921 184+940 185+200 260 7.5 BOTH
SIDE
Jagadishpur
Village
7 180+220 181+178 186+500 186+800 300 7.5 BOTH
SIDE Jagadishpur
Village
8 182+537 182+888 187+900 188+250 350 7.5 BOTH
SIDE
Pandyapur
Village
9 190+607 191+000 197+250 197+623 373 7.5 BOTH
SIDE
Kanshiram
Village
10 192+050 192+600 198+700 199+250 550 7.5 BOTH
SIDE
Bisrouli Bujurg
Village
11 193+115 193+397 199+800 200+085 285 7.5 BOTH
SIDE Belipar Village
193+392 194+075 200+085 200+765 680 7.5
BOTH
SIDE
12 195+390 196+365 202+100 203+100 1000 7.5 BOTH
SIDE Dorbar Village
13 200+993 201+487 207+850 208+345 495 7.5 BOTH
SIDE
Mahaveer
Chapra Village
201+486 202+120 208+345 208+980 635 7.5
BOTH
SIDE
Mahaveer
Chapra
Village
203+160 203+790 210+070 210+700 630 7.5
BOTH
SIDE
14 203+890 204+437 210+900 211+300 400 7.5 RHS
15 206+007 207+990 212+900 214+850 1950 7.5 LHS Bagode Village
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 25
2.5.2 Slip Roads:
Slip Roads shall be constructed at the following locations and for the lengths indicated below:
Details of Slip Roads
SL
NO
EXISTING
CHAINAGE DESIGN CHAINAGE SIDE LOCATION
1
157+585 158+050 465 5.5 BOTH
SIDE
2 Bypass Bypass 161+850 162+805 955 5.5 BOTH
SIDE
3 169+480 169+950 174+080 174+750 670 5.5 BOTH
SIDE
4 Bypass Bypass 189+520 190+455 935 5.5 BOTH
SIDE
5 Bypass Bypass 190+645 191+135 490 5.5 BOTH
SIDE
Note: The length of slip roads/ramps is indicative. Actual length shall be as per design
in accordance with the Manual.
2.6 Typical Cross-sections of the Project Highway
Typical cross sections along with different types of cross-section required to be
developed in different segments of the project highway are indicated in
Appendix B-I.
3.0 Intersections and Grade Separated structures
All intersections and grade separated structures 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 Intersections
Major Intersections
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
features
Pavement
Type Category
Type of
Intersection
Junction
Layout
1 151+700 153+220
Start of
Dohrighat
Bypass
BT NH Y Fig 3.1 As
Per Manual
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 26
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
features
Pavement
Type Category
Type of
Intersection
Junction
Layout
2
162+335 Ajaulee
Village BT
X
Fig 3.3 As
Per Manual
3 160+560 164+950
End of
Dohrighat
Bypass
BT NH Y
Fig 3.1 As
Per Manual
4 183+350 188+750
Start of
Kauriram
Bypass
BT NH Y
5
189+975 Local
Village BT
X
Fig 3.3 As
Per Manual
6 186+730 193+100
End of
Kauriram
Bypass
BT NH Y Fig 3.1 As
Per Manual
Minor Junctions
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
Features Pavement
Type
Category Type of
Intersection
1 148+410 149+950 Local
Village BT Village Road T
2 149+830 151+370 Bazarathpur BT village Road Y
3 150+030 151+550 Kusumha
Village BT Village Road Y
4 160+720 165+110 Local
Village CC Village Road Y
5 161+310 165+730 Chautisa CC Village Road T
6 161+410 165+840 Chautisa CC Village Road Y
7 161+880 166+310 Local
Village BT Village Road Y
8 161+950 166+370 Local
Village CC Village Road Y
9 162+410 166+880 Bavnauli
Village CC Village Road Y
10 162+470 166+940 Bavnauli
Village CC Village Road Y
11 162+810 167+280 Bavnauli
Village BT Village Road T
12 163+550 168+070 Bavnauli
Village BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 27
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
Features Pavement
Type
Category Type of
Intersection
13 165+040 169+650 Local
Village BT Village Road Y
14 165+310 169+910 Local
Village BT Village Road Y
15 166+030 170+620 Neveda BT Village Road Y
16 166+230 170+880 Neveda BT Village Road Y
17 166+290 170+940 Neveda BT Village Road Y
18 167+100 171+770 Hata Bazar BT Village Road Y
19 167+340 172+010 Pajupar BT Village Road Y
20 167+430 172+090 Pajupar BT Village Road T
21 167+860 172+530 Pajupar BT Village Road Y
22 167+970 172+630 Pajupar BT Village Road Y
23 168+150 172+810 Pajupar BT Village Road Y
24 168+230 172+900 Pajupar BT Village Road Y
25 168+400 173+070 Pajupar BT Village Road T
26 168+450 173+120 Pajupar BT Village Road T
27 168+820 173+480 Pajupar BT Village Road Y
28 169+060 173+840 Local
Village BT Village Road Y
29 170+100 174+950 Rawatpur BT Village Road Y
30 170+120 174+960 Rawatpur BT Village Road Y
31 170+200 175+030 Rawatpur BT Village Road Y
32 170+980 175+830 Local
Village BT Village Road Y
33 171+930 176+830 Local
Village BT Village Road Y
34 172+030 176+970 Local
Village BT Village Road Y
35 172+210 177+150 Majhgawa BT Village Road Y
36 172+350 177+290 Majhgawa BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 28
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
Features Pavement
Type
Category Type of
Intersection
37 172+510 177+450 Majhgawa BT Village Road Y
38 172+630 177+570 Majhgawa BT Village Road Y
39 172+880 177+820 Majhgawa BT Village Road Y
40 173+700 178+710 Majhgawa BT Village Road Y
41 174+230 179+270 Majhgawa BT Village Road Y
42 174+900 179+950 Local
Village BT Village Road T
43 174+910 179+960 Local
Village BT Village Road Y
44 175+000 180+100 Local
Village BT Village Road Y
45 175+010 180+110 Local
Village CC Village Road Y
46 175+140 180+240 Local
Village BT Village Road Y
47 175+260 180+360 Local
Village CC Village Road Y
48 175+720 180+820 Gagaha BT Village Road Y
49 175+980 181+120 Gagaha BT Village Road Y
50 176+760 181+910 Gagaha BT Village Road T
51 178+420 183+650 Local
Village BT Village Road Y
52 178+730 183+960 Local
Village BT Village Road T
53 179+230 184+500 Jagdishpur CC Village Road T
54 179+350 184+620 Jagdishpur BT Village Road Y
55 179+540 184+810 Jagdishpur BT Village Road Y
56 179+750 185+020 Jagdishpur BT Village Road Y
57 179+900 185+170 Jagdishpur BT Village Road T
58 181+690 187+010 Pandyapur BT Village Road Y
59 181+770 187+100 Pandyapur BT Village Road Y
60 182+450 187+810 Pandyapur BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 29
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
Features Pavement
Type
Category Type of
Intersection
61 182+710 188+070 Pandyapur BT Village Road T
62 182+730 188+090 Pandyapur BT Village Road T
63 183+280 188+680 Local
Village BT Village Road Y
64 190+360 197+000 Local
Village BT Village Road Y
65 190+560 197+200 Local
Village CC Village Road Y
66 190+790 197+430 Kanshiram CC Village Road Y
67 192+270 198+920 Bisrouli
Bujurg CC Village Road Y
68 192+590 199+240 Bisrouli
Bujurg CC Village Road Y
69 192+600 199+250 Bisrouli
Bujurg CC Village Road Y
70 195+870 199+520 Local
Village CC Village Road Y
71 193+030 199+720 Local
Village CC Village Road Y
72 193+120 199+800 Local
Village CC Village Road Y
73 193+290 199+970 Local
Village BT Village Road T
74 193+660 200+350 Belipar CC Village Road T
75 193+720 200+410 Belipar BT Village Road T
76 193+750 200+430 Local
Village CC Village Road Y
77 194+030 200+720 Bhiti BT Village Road Y
78 194+230 200+920 Bhiti CC Village Road Y
79 194+850 201+540 Local
Village BT Village Road Y
80 195+070 201+780 Local
Village BT Village Road Y
81 195+450 202+160 Dorbar BT Village Road Y
82 195+670 202+380 Dorbar BT Village Road Y
83 195+920 202+630 Dorbar BT Village Road Y
84 195+960 202+660 Dorbar BT Village Road Y
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 30
Sl
No.
Existing
Chainage
(Km)
Design
Chainage
(Km)
Other
Features Pavement
Type
Category Type of
Intersection
85 196+410 203+150 Hata BT Village Road Y
86 196+820 203+560 Local
Village BT Village Road T
87 197+110 203+870 Mehrauli BT Village Road Y
88 198+140 204+910 Mehrauli CC Village Road Y
89 198+400 205+180 Mahadih BT Village Road Y
90 199+170 205+970 Mahadih BT Village Road T
91 199+480 206+290 Local
Village CC Village Road Y
92 200+380 207+230 Mahaveer
Chapra BT Village Road Y
93 201+150 208+010 Mahaveer
Chapra BT Village Road T
94 201+800 208+650 Mahaveer
Chapra BT Village Road Y
95 201+810 208+670 Mahaveer
Chapra BT Village Road T
96 202+220 209+080 Local
Village BT Village Road Y
97 203+000 209+860 Unchgoan BT Village Road Y
98 203+240 210+150 Unchgoan BT Village Road Y
99 203+290 210+200 Unchgoan BT Village Road Y
100 203+470 210+380 Unchgoan BT Village Road T
101 204+150 211+010 Unchgoan BT Village Road Y
102 207+090 213+950 Local
Village BT Village Road Y
103 207+310 214+170 Local
Village BT Village Road Y
104 207+980 214+840 Ekazhabazar BT Village Road T
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 31
B) Grade Separated Intersection
a) Vehicular Underpass
S.
No.
Location of
structure
(km)
Width of
Structures
(m)
Span
Arrangement
Junction layout
below the structure
1 189+975 As per
Manual As per Manual
Fig 3.9 As per Manual
(Junction layout
within provided
ROW)
Note: the entry/exit arrangement at Grade Separated structures with slip roads shall be
provided as per Figure 2.1C of the Manual
b) Light Vehicular Underpass
S.
No.
Location
of
structure
(km)
Width of
Structures
(m)
Span
Arrangement
Vertical
Clearance
(m)
Junction layout
below the
structure
1 177+145 2x11.0
As per Manual
Fig 3.9 As per
Manual (Junction
layout within
provided ROW 2 180+820
2x11.0
c) Cattle / Pedestrian Underpass
Sl.
No.
Location of
structure (km)
Width of
Structure (m)
Span
Arrangement
Vertical Clearance
(m)
1 172+632 2x11.0
As per Manual
2 174+400 As per Manual
3 184+625 2x11.0
4 189+175 As per Manual
5 190+880 As per Manual
6 200+433 2x11.0
7 208+660 2x11.0
8 210+435 2x11.0
Note: median width as per Manual
d) Overpass
S. No. Location of
structure (km)
Span Arrangement Junction layout below the
structure
Nil
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 32
4 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 applicable and the specified cross sectional details.
Deficiencies in the plan and profile of the existing road shall be corrected.
4.2 Raising of the Existing Road
Height of the embankment shall be in accordance with Section 4 of the Manual.
Wherever existing pavement is part of project stretch it should it be raised by 0.6
5 Pavement Design
5.1 Pavement shall be designed in accordance with Section 5 of the Manual.
5.2 Type of Pavement
5.2.1 Rigid pavement shall be provided on entire project length and at all toll plaza
locations, bus bays, truck lay bye and way side amenities locations.
5.2.2 Flexible pavement shall be provided on Service/Slip Road sections.
5.3 Design Requirements
Pavement design shall be as per section 5 of the Manual and IRC: 58: 2011.
5.3.1 Design Period and strategy
Rigid pavement shall be designed for a minimum design period of 30 years. Stage
construction shall not be permitted.
5.3.2 Design Traffic
Pavement should be designed for minimum thickness of pavement quality Concrete
(PQC) of 280 mm and Dry Lean Concrete (DLC) of 150 mm
5.4 Reconstruction of Stretches
The entire project length is to 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.
7 Design of Structures
7.1 General
7.1.1 All bridges, culverts and structures shall be designed and constructed in accordance
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 33
with Section 7 of the Manual and shall conform to the cross-sectional features and
other details specified therein.
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 structures shall be governed by the provision 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 services 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 independent
consultant during the 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:
Sl.
No.
Culvert location No. of Span x Span
length/dia. (m)
Type of
Culvert Existing
Chainage (km)
Design
Chainage (km)
1 148+425 149+962 1 x 2.0 Slab
2 148+690 150+227 1 x 3.0 Slab
3 149+311 150+847 1x1.2 Pipe
4 149+491 151+028 1x1.2 Pipe
5 150+560 152+115 1x1.2 Pipe
6 151+146 152+700 1x3.5 Slab
7 151+541 153+095 1x3.5 Slab
8 161+495 165+920 1 X 1.2 Pipe
9 162+622 167+092 1 X 1.5 Slab
10 163+375 167+890 1 X 1.2 Pipe
11 165+372 169+975 1 X 1.2 Pipe
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 34
Sl.
No.
Culvert location No. of Span x Span
length/dia. (m)
Type of
Culvert Existing
Chainage (km)
Design
Chainage (km)
12 169+140 173+940 1 X 1.2 Pipe
13 169+784 174+585 1 X 1.2 Pipe
14 171+508 176+405 1 X 1.2 Pipe
15 172+375 177+315 1 x 1.5 Slab
16 179+075 184+345 1 x1.2 Pipe
17 180+303 185+585 1x1.2 Pipe
18 182+985 184+000 1 x 1.50 Slab
19 183+075 188+472 1 x 1.50 Slab
20 183+169 188+567 1 x 1.50 Slab
21 191+281 197+905 1 x 1.2 Pipe
22 192+463 199+112 1 X 2.0 Slab
23 193+478 200+160 1 X 4.0 Slab
24 193+862 200+545 1 X 1.20 Pipe
25 194+650 201+339 1 X 1.20 Pipe
26 195+530 202+235 1 X 1.20 Pipe
27 200+700 207+540 1 X 6.0 Slab
28 202+755 209+615 1 X 1.20 Pipe
29 205+735 212+630 1 X 1.20 Pipe
30 206+170 213+067 1 X 1.20 Pipe
31 206+550 213+438 1 X 1.20 Pipe
32 206+920 213+802 1 X 1.2 Pipe
33 207+290 214+150 1 X 1.20 Pipe
7.2.3 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.
Sl.
No.
Culvert location (Km) Type and Span of Proposed
Culverts (m) Existing
Chainage (km)
Design Chainage (km)
1 161+050 165+475 Slab 1 X 4.4
2 162+100 166+565 Pipe 1 X 1.0
3 163+250 167+768 Pipe 3 X 0.9
4 163+906 168+420 Pipe 1 X 0.9
5 165+872 170+475 Pipe 1 X 0.9
6 168+601 173+270 Pipe 5 X 1.0
7 172+867 177+807 Slab 1 x 3.0
8 175+416 180+515 Pipe 1x1.2
9 176+185 181+333 Pipe 1x1.2
10 195+185 201+889 Pipe 1 X 1.0
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 35
Sl.
No.
Culvert location (Km) Type and Span of Proposed
Culverts (m) Existing
Chainage (km)
Design Chainage (km)
11 195+980 202+690 Pipe 1 X 0.9
12 196+190 202+923 Slab 1 X 3.0
13 196+639 203+375 Pipe 1 X 0.9
14 196+905 203+665 Pipe 2 X 1.0
15 198+172 204+950 Pipe 3 X 0.9
16 198+945 205+722 Pipe 1 X 0.9
17 199+990 206+800 Slab 5 X 0.9
18 203+562 210+475 Pipe 2 X 0.9
19 204+600 211+470 Pipe 1 X 0.9
20 204+829 211+692 Pipe 1 X 0.9
7.2.4 Additional 4 Lane culverts shall be constructed as per particulars given in the table
below:
Sr.
No.
Design Chainage
(km)
Type of
Culvert
No. of Span x Span
length/dia. (m)
1 153+400 Pipe 1 x 1.2
2 153+700 Pipe 1 x 1.2
3 154+000 Pipe 1 x 1.2
4 154+300 Pipe 1 x 1.2
5 154+600 Pipe 1 x 1.2
6 154+900 Pipe 1 x 1.2
7 155+200 Pipe 1 x 1.2
8 155+500 Pipe 1 x 1.2
9 155+850 Pipe 1 x 1.2
10 156+200 Pipe 1 x 1.2
11 156+550 Pipe 1 x 1.2
12 156+900 Pipe 1 x 1.2
13 157+250 Pipe 1 x 1.2
14 157+600 Pipe 1 x 1.2
15 157+900 Pipe 1 x 1.2
16 161+500 Pipe 1 x 1.2
17 161+850 Pipe 1 x 1.2
18 162+200 Pipe 1 x 1.2
19 162+500 Pipe 1 x 1.2
20 162+850 Pipe 1 x 1.2
21 163+200 Pipe 1 x 1.2
22 163+550 Pipe 1 x 1.2
23 163+900 Pipe 1 x 1.2
24 164+300 Pipe 1 x 1.2
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 36
Sr.
No.
Design Chainage
(km)
Type of
Culvert
No. of Span x Span
length/dia. (m)
25 164+700 Pipe 1 x 1.2
26 178+400 Pipe 1 x 1.2
27 178+900 Pipe 1 x 1.2
28 179+400 Pipe 1 x 1.2
29 179+900 Pipe 1 x 1.2
30 183+500 Pipe 1 x 1.2
31 186+000 Pipe 1 x 1.2
32 187+000 Pipe 1 x 1.2
33 188+850 Pipe 1 x 1.2
34 189+200 Pipe 1 x 1.2
35 189+500 Pipe 1 x 1.2
36 189+850 Pipe 1 x 1.2
37 190+100 Pipe 1 x 1.2
38 190+450 Pipe 1 x 1.2
39 190+800 Pipe 1 x 1.2
40 191+150 Pipe 1 x 1.2
41 191+500 Pipe 1 x 1.2
42 191+900 Pipe 1 x 1.2
43 192+250 Pipe 1 x 1.2
44 192+600 Pipe 1 x 1.2
45 193+000 Pipe 1 x 1.2
7.2.5 Repairs/replacements of railing/parapets, flooring and protection works of the existing
culverts shall be undertaken as follows:
Sr. No.
Culvert Location (km)
Type of Repair Existing
Chainage km) Design Chainage (km)
1 161+050 165+475 1,2,3,4
2 162+100 166+565 1,2,3
3 163+250 167+768 1,2,3
4 163+906 168+420 1,2,3
5 165+872 170+475 1,2,3
6 168+601 173+270 1,2,3
7 172+867 177+807 1,2,3,4
8 175+416 180+515 1,2,3
9 176+185 181+333 1,2,3
10 195+185 201+889 1,2,3
11 195+980 202+690 1,2,3
12 196+190 202+923 1,2,3,4
13 196+639 203+375 1,2,3
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 37
Sr. No.
Culvert Location (km)
Type of Repair Existing
Chainage km) Design Chainage (km)
14 196+905 203+665 1,2,3
15 198+172 204+950 1,2,3
16 198+945 205+722 1,2,3
17 199+990 206+800 1,2,3,4
18 203+562 210+475 1,2,3
19 204+600 211+470 1,2,3
20 204+829 211+692 1,2,3
1= Replacement of Wearing coat, 2= Repair of parapet wall, 3=
Repair of Substructure, 4=Repair of superstructure
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 re-constructed/widened:
(i) The existing bridges at the following locations shall be re-constructed as new
structures:
Sl.
No.
Bridge location
Salient details of
Existing bridge
Adequacy or
otherwise of the
existing waterway,
vertical clearance,
etc*
Remarks Existing
chainage
Design
chainage
(Km) (Km)
1 150+190 151+745
Span 3x6.4m RCC
Solid Slab, RCC
substructure.
As per Manual
Reconstruction proposed
on existing location &
Add 2 Lane new
construction proposed.
2 187+030 193+425
Span 3x7.2m Arch,
Brick masonry
substructure.
Reconstruction proposed
on existing location &
Add 2 Lane new
construction proposed.
3 188+600 195+065
Span 3X8.9
(3x2x4.45)*
Arch, Brick
masonry
substructure.
Reconstruction proposed
on existing location &
Add 2 Lane new
construction proposed.
4 189+190 195+655
Group of Pipes,25
nos.of pipes with
1m dia.
Reconstruction proposed
on existing location &
Add 2 Lane new
construction proposed.
5 190+320 196+960
Span 3x6.5m Arch,
Brick masonry
substructure.
Reconstruction proposed
on existing location &
Add 2 Lane new
construction proposed.
*Existing Arch bridge has 3 spans of 8.9m. Intermediate supports exists for strengthening.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 38
(ii) The following narrow bridges shall be widened:
S .
No.
Name of
Bridge
Bridge
No.
Design
Chainage
(km)
Existing
Width
(m)
Span
Arrangem
ent
Details of
widening
Cross Section at
Deck Level (m)
(Proposed Total
Deck Width)
Nil
7.3.2 Additional New Bridges
New bridges at the following locations on the Project Highway shall be constructed.
Major Bridge:
S.
No.
Location Proposed
Span
Arrangement
Total Width
of Structure
(m)
Remarks Existing
Chainage
(km)
Design Chainage
(km)
1 - 158+500
5x30+15x50*
Length
=900m
As per Manual
4Lane new
construction proposed
on Dhorighat Bypass
2 164+445 169+005 2x23+1x28*
Length=74m
Repair of existing and
Add. 2 Lane new
construction proposed
on LHS
3 187+420 193+820 1x40+2x30*
Length=100m
Repair of existing and
Add. 2 Lane new
construction proposed
on RHS
4 - 195+865 4x30*
Length=120m
4Lane new
construction proposed
on minor realignment
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 39
* The proposed span arrangement is tentative and the same shall be finalized in consultation with Irrigation
Authority & IC in accordance with the Manual. Any change in span arrangement shall not be treated as change in
scope of work.
7.3.3 The railings of existing bridges shall be replaced by crash barriers at the following locations:
S. No.
Location at km
Remarks Existing
Chainage(km) Design Chainage (km)
1 170+650 175+495 Railings to be replaced.
2 177+410 182+600 Railings to be replaced.
7.3.4 Repairs/Rehabilitation of the existing bridges shall be undertaken as follows:
Minor Bridge
Sl. No.
Location (km) Proposed Span
Arrangement
(m)
Type of Crossing
Total
Width of
Structure
(m)
Remarks, if any Existing
Chainage
(km)
Design
Chainage
(km)
1 -
159+350 3 x 10.0* Local Stream
As per
Manual
4Lane new construction
proposed on Dhorighat
Bypass
2
- 160+120 5x10.0* Local Stream
4Lane new construction
proposed on Dhorighat
Bypass
3 - 160+820 3 x 10.0* Local Stream
As per
Manual
4Lane new construction
proposed on Dhorighat
Bypass
4 - 161+355 3 x 10.0*
Local Stream
4Lane new constrcution
proposed on Dhorighat
Bypass
5
170+650
175+495
1X9.4*
Over Nallah
Repair of existing and
Add. 2Lane new
construction proposed
on LHS
6
177+410
182+600
1X10.5*
Over Nallah
Repair of existing and
Add. 2Lane new
construction proposed
on RHS
7 - 189+330 2 x 8.0* Local Stream
4Lane new construction
proposed on Kauriram
Bypass
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 40
Major Bridge:
Sl. No. Name of
Bridge
Existing
Chainage
(km
Design
Chainage
(km)
Width Span
Arrangement
Type of structure
Details of Rehabilitation Details of
Repair Foundation Sub structure Super
structure
1 Tema
River
164+440 169+005 7.5m 2X23+1X28=
74.0 m c/c exp.
gap
Pile RCC Circular
piers and spill
through type
abutments
Continuous
PSC BOX
1. General cleaning &
repairing.
2. Any other item as
directed by Engineer
as per site condition.
General Cleaning
and removal of
vegetation
growth
2 Aami
River
187+420 193+820 7.5m 1x40+2x30=
100.0 m c/c exp.
gap
Pile RCC Circular
piers and spill
through type
abutments
Continuous
PSC BOX
1. General cleaning &
repairing.
2. Any other item as
directed by Engineer
as per site condition.
General Cleaning
and removal of
vegetation
growth
Note: Any item as directed by Authority Engineer as per site condition without any additional claim for variation.
Minor Bridges:
S. No.
Name
of
Bridge
Existing
Chainage
(km)
Design
Chainage
(km)
Existing
Width
(m)
Span
Arrangement
Type of structure
Details of Rehabilitation Details of Repair Foundation
Sub-
structure Super-structure
1. Nallah 170+650 175+495 12.0 (1x 9.4) m Open Brick
Masonry
RCC Solid Slab 1. Wearing coat damaged
at some locations.
2. Railling broken at some
locations
3. Any item as directed
by Engineer as per site
condition.
1.Wearing coat to be
replced.
2.Railings to be
replaced.
2. General Cleaning
and removal of
vegetation growth.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 41
S. No.
Name
of
Bridge
Existing
Chainage
(km)
Design
Chainage
(km)
Existing
Width
(m)
Span
Arrangement
Type of structure
Details of Rehabilitation Details of Repair Foundation
Sub-
structure Super-structure
2. Nallah 177+410 182+600 12.2m (1x 10.5) m Open Brick
Masonry
RCC Solid Slab
1. Railling broken at some
locations
2. Any item as directed by
Engineer as per site
condition.
1.Railings to be
replaced.
2. General Cleaning
and removal of
vegetation growth.
Note: Note: Any item as directed by Independent Engineer as per site condition without any additional claim for variation.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 42
7.3.5 Drainage System for Bridge Decks
An effective drainage system for bridge decks shall be provided as specified in
paragraph 7.20 of the Manual.
7.3.6 Structures in Marine Environment
S. No. Location at km Remarks
Nil
7.4 Rail-road bridges
7.4.1 Design, construction and detailing of ROB/RUB shall be as specified in Section 7 of
the Manual.
7.4.2 Road over bridges (road over rail) shall be provided at the following location.
Road Over Bridges
S.
No. Location (Km)
Proposed span
arrangement
Total Width of the
Structure
Nil
7.4.3 Road under bridges (road under railway line) shall be provided at the following level
crossings.
Road Under Bridges
S. No. Location of level crossing Number and length of span
NIL
7.4.4 Location where Railway Level Crossings not to be Replaced with ROBs/RUBs
NIL
7.5 Grade Separated Structures
The grade separated structures shall be provided at the locations and of the type and
length specified in paragraphs 3 of this Annex-I.
S.
No.
Type of
Structure
Design
Chainage
(Km)
Total
Length
(m)
Span
Arrangement
c/c of expansion
joint (m)
Total Width
of Structure
(m)
1
Grade
Seperator, 6
Lane
162+335 30 1x30.0 As per
Manual
7.6 Repairs and strengthening of structures
The existing structures to be repaired/strengthened, and the nature and extent of
repairs / strengthening required are given below:
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 43
A – Bridges
Sl.
No.
Location of bridge (km)
Nature and extent of
repairs/strengthing to be carried out Existing
Chainage (Km) Design
Chainage (Km)
1 164+440 169+005 Repair & Rehabilitation as per site
condition
2 170+650 175+495 Wearing coat ,parapet to be replaced &
Repair as per site condition
3 177+410 182+600 Parapet to be replaced & Repair as per
site condition
4 187+420 193+820 Repair & Rehabilitation as per site
condition
B – ROB / RUB
Sl. No. Location of
structure (km)
Nature and extent of repairs/strengthening to
be carried out
NIL
C – Overpasses/Underpasses and other structures
Sl. No. Location of
structure (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 :
Sl. No.
Location
Design chainage
(km)
Remarks, if any
1 158+500
4L new construction of Major Bridge
proposed on Dhorighat Bypass
2 169+005
Add. 2L new construction of Major Bridge
proposed on LHS
3 193+820
Add. 2L new construction of Major Bridge
proposed on RHS
4 195+865
4L new construction of Major Bridge
proposed on minor realignment
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 44
The following is the list of Structures:
Sl. No.
Location
Design chainage
(km)
Remarks, if any
1 162+335
6L New construction of GS proposed on
Dhorighat Bypass
8 Traffic Control Devices and Road Safety Works
8.1 Traffic control devices and road safety works shall be provided in accordance with
Section 9 of the Manual.
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.
c) Safety Barrier:
Provide W-beam crash barrier along the project highway at the locations as
suggested in the Manual.
8.2 Specifications of the Reflecting 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 sign
d) Delineators
e) MS Railing
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 45
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 the
number of trees to be cut.
11 Hazardous Locations
The safety barriers shall also be provided at the following hazardous locations or as
specified as manual.
12 Special Requirements for Hill Roads
S. No. Design Chainage (km.)
LHS/RHS From To
Nil
13 Change of Scope
The length of structures and bridges specified hereinabove 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 consultation with Authority
Engineer and 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.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 46
Appendix B1
Applicable Stretches of Typical Cross-section
Sl.
No.
Design Chainage (m) Length
(m) TCS Type Remarks
From To
1 149+540 150+900 1+360
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Eccentric Widening
on Right side
2 150+900 153+250 2+350
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
3 153+250 157+585 4+335
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Dohrighat Bypass
4 157+585 158+050 0+465
Typical Cross Section
(Fig 7.8 of the manual)
one side approach
Grade Separator
and its approaches
with RE wall and
both side 5.5 m
wide Slip road.
Dohrighat Bypass
5 158+050 161+850 3+800
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Dohrighat Bypass
6 161+850 162+805 0+955
Typical Cross Section
(Fig 7.8 of the manual)
Grade Separator
and its approaches
with RE wall and
both side 5.5 m
wide Slip road.
Dohrighat Bypass
7 162+805 164+950 2+145
Typical Cross Section
Type-A-3(Fig 2.4 of the
manual).
Dohrighat Bypass
8 164+950 165+700 0+750
Typical Cross Section
Type-A-3(Fig 2.4 of the
manual).
Left side Eccentric
Widening-
9 165+700 167+900 2+200
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
10 167+900 168+650 0+750
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening. Service
road on left side
11 168+650 170+500 1+850
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Right side
Eccentric Widening
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 47
Sl.
No.
Design Chainage (m) Length
(m) TCS Type Remarks
From To
12 170+500 171+750 1+250
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
13 171+750 172+280 0+530
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
14 172+280 172+950 0+670
Typical Cross Section
(Fig 7.8 of the manual)
Carriageway width
reduced to 7 m from 10.5
Structure of PUP
and its approaches
with RE wall and
both side 7.5 m
service Roads
15 172+950 173+800 0+850 Typical Cross -A-3 (Fig
2.4 of the manual).
Right side Eccentric
Widening
16 173+800 174+080 0+280
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
17 174+080 174+750 0+670 Typical Cross Section
(Fig 7.8 of the manual)
Structure of PUP
and its approaches
with RE wall and
both side 5.5 m
wide Slip road.
18 174+750 176+300 1+550 Typical Cross -A-3 (Fig
2.4 of the manual).
Right side Eccentric
Widening
19 176+300 176+780 0+480
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
20 176+780 177+500 0+720
Typical Cross Section
(Fig 7.8 of the manual).
Carriageway width
reduced to 7 m from 10.5
Structure of LVUP
and its approaches
with RE wall and
both side 7.5 m
service Roads
21 177+500 179+950 2+450
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
22 179+950 180+430 0+480
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
23 180+430 181+200 0+770
Typical Cross Section
(Fig 7.8 of the manual).
Carriageway width
reduced to 7 m from 10.5
Structure of LVUP
and its approaches
with RE wall and
both side 7.5m
service Roads
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 48
Sl.
No.
Design Chainage (m) Length
(m) TCS Type Remarks
From To
24 181+200 181+900 0+700
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
25 181+900 183+650 1+750
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Left side Eccentric
Widening
26 183+650 183+900 0+250
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
27 183+900 184+270 0+370
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
28 184+270 184+940 0+670
Typical Cross Section
(Fig 7.8 of the manual).
Carriageway width
reduced to 7 m from 10.5
Structure of PUP
and its approaches
with RE wall and
both side 7.5 m
service Roads
29 184+940 185+200 0+260
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
30 185+200 186+500 1+300
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
31 186+500 186+800 0+300
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
32 186+800 187+900 1+100
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
33 187+900 188+250 0+350
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
34 188+250 188+750 0+500
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
35 188+750 188+900 0+150
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Kauriram Bypass
36 188+900 189+420 0+520 Typical Cross Section
(Fig 7.8 of the manual).
Structure of PUP
without Slip Road
and RE wall
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 49
Sl.
No.
Design Chainage (m) Length
(m) TCS Type Remarks
From To
37 189+420 189+520 0+100
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Kauriram Bypass
38 189+520 190+455 0+935 Typical Cross Section
(Fig 7.8 of the manual).
Structure of PUP
and its approaches
with RE wall and
both side 5.5 m
wide Slip road.
39 190+455 190+645 0+190
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Kauriram Bypass
40 190+645 191+135 0+490 Typical Cross Section
(Fig 7.8 of the manual).
Structure of PUP
and its approaches
with RE wall and
both side 5.5 m
wide Slip road.
41 191+135 193+100 1+965
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Kauriram Bypass
42 193+100 195+730 2+630
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Left side Eccentric
Widening
43 195+730 196+050 0+320
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Realignment
44 196+050 197+250 1+200
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Left side Eccentric
Widening
45 197+250 197+623 0+373
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
46 197+623 198+323 0+700
Typical Layout of a Toll
Plaza (Fig 10.1 of the
manual).
8 lanes toll plaza
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 50
Sl.
No.
Design Chainage (m) Length
(m) TCS Type Remarks
From To
47 198+323 198+700 0+377
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
48 198+700 199+250 0+550
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
49 199+250 199+800 0+550
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
50 199+800 200+085 0+285
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
51 200+085 200+765 0+680
Typical Cross Section
(Fig 7.8 of the manual).
Carriageway width
reduced to 7 m from 10.5
Structure of PUP
and its approaches
with RE wall and
both side 7.5m
service Roads
52 200+765 202+100 1+335
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
53 202+100 203+100 1+000
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
54 203+100 205+500 2+400
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Left side.Eccentric
Widening
55 205+500 207+850 2+350
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
56 207+850 208+345 0+495
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 51
Sl.
No.
Design Chainage (m) Length
(m) TCS Type Remarks
From To
57 208+345 208+980 0+635
Typical Cross Section
(Fig 7.8 of the manual).
Carriageway width
reduced to 7 m from 10.5
Structure of PUP
and its approaches
with RE wall and
both side 7.5m
service Roads
58 208+980 210+070 1+090
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
59 210+070 210+700 0+630
Typical Cross Section
(Fig 7.8 of the manual).
Carriageway width
reduced to 7 m from 10.5
Structure of PUP
and its approaches
with RE wall and
both side 7.5m
service Roads
60 210+700 210+900 0+200
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
61 210+900 211+300 0+400
Typical Cross Section
Type B (Fig 2.6 of the
manual).
Concentric
Widening with
7.5m of Service
Road on Right side
62 211+300 211+430 0+130
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Concentric
Widening
63 211+430 212+800 1+370
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Left side Eccentric
Widening
64 212+800 212+900 0+100
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Right Side
Eccentric Widening
65 212+900 214+850 1+950
Typical Cross Section
Type-B (Fig 2.6 of the
manual).
Concentric
Widening. Service
Road on left side
66 214+850 215+160 0+310
Typical Cross Section
Type-A-3 (Fig 2.4 of the
manual).
Right Side
Eccentric Widening
Total Length (m) 65+620
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 52
SCHEDULE - C
(See Clause 2.1)
PROJECT FACILITIES
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 Plaza
b) Roadside furniture;
c) Highway lighting;
d) Pedestrian facilities;
e) Landscaping and tree plantation;
f) Cattle crossings
g) Traffic aid posts;
h) Medical aid posts;
2. Project Facilities for Four Lanning
Project Facilities forming part of Four Lanning and to be completed on or before
the Scheduled Four-Laning Date have been described in Annex-I of this
Schedule-C.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 53
Annex - I
(Schedule-C)
Project Facilities for Four-Laning
1 Project Facilities
The Concessionaire shall construct the Project Facilities described in this Annex-
I to form part of the Four-Lane with paved Shoulder Project Highway. The
Project Facilities shall include:
a) toll plaza;
b) roadside furniture;
c) street lighting;
d) pedestrian facilities;
e) landscaping and tree plantation;
f) truck lay-bys;
g) bus-bays and bus shelters;
h) cattle crossings
i) traffic aid posts;
j) medical aid posts
2. Description of Project Facilities
Each of the Project Facilities is briefly described below;
(a) Toll Plaza:
Toll Plaza shall be provided at following location:-
Sl.
no
Locations Existing Chainage
(Km)
Design Chainage
(Km) Length
(Km) (Towns/Villages) From To From To
Toll Plaza Locations
1 Toll Plaza 191+000 191+700 197+623 198+323 0+700
(b) Road Side Furniture
(i) Traffic Signs and Pavement Markings
Traffic signs and pavement markings shall include roadside signs,
overhead signs; curve mounted signs and road marking along the
project highway. The locations for these provisions shall be
finalized in consultation with Independent Engineer. The locations
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 54
and size of overhead traffic signs are given in Appendix C I.
(ii) Concrete Crash Barrier, Metal beam crash barrier for approaches
of Bridges, VUP, CUP, ROB, Grade Separators, high
embankment more than 3 m, Separators (MS railings), shall be
provided as per provision of IRC SP: 84-2009
(iii) Traffic Safety Devices shall be provided wherever required
(iv) Boundary Stones for entire project road
(v) Hectometer / Kilometer Stones for entire project road
(vi) Traffic Blinker Signal (L.E.D) for entire project road
(c) Pedestrian Facilities
Pedestrian Facilities shall be provided in accordance with manual of
Standards and Specifications as refereed in schedule “D” and the additional
pedestrian facilities in the form of guard rails, footpath, lighting etc. shall be
provided whenever required.
(d) Landscaping and Tree Plantation
Landscaping and Tree plantation shall be provided in accordance with
manual of Standards and Specifications as refereed in schedule “D” and shall
be provided whenever is required.
(e) Bus-bays and Bus Shelter
Bus-bays and Bus Shelter shall be provided in accordance with manual of
Standards and Specifications as referred in schedule “D” at locations given at
Appendix C-II
(f) Cattle crossings
Cattle crossing shall be provided in accordance with manual of Standards and
Specifications as referred in schedule “D” at location given in Appendix B
(g) Traffic Aid Posts
Traffic Aid Post shall be constructed at the Toll Plaza in accordance with the
manual Standards and Specifications as refereed in schedule “D”.
(h) Medical Aid Posts
Medical Aid Posts shall be provided in accordance with manual of Standards
and Specifications as refereed in schedule “D”
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 55
(i) Median Openings
Median openings shall be provided in accordance with manual of Standards
and Specifications as refered in schedule “D”
(j) Vehicle Rescue Posts
Vehicle Rescue Posts shall be provided in accordance with manual of
Standards and Specifications as refered in schedule “D”
(k) Telecom System
Telecom System shall be provided in accordance with manual of Standards
and Specifications as refered in schedule “D”
(l) Highway Lighting
Highway Lighting shall be provided in accordance with schedule “D”. The
location for this provision shall be finalized in consultation with Independent
Engineer.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 56
Appendix C I
Location and size of Overhead traffic signs
Details of the site and the number of intersections are given in the schedules. On the
basis of these details as well as site survey done by the concessioner, location, size and
numbers will be identified in consultation with Independent Enginee but not limited to at
the following locations:
Sl. No.
Location Design
Chainage (Km) Remarks
1 153+220 Start of Dohrighat Bypass
2 162+085 250m Before Grade Separator
3 162+585 250m After Grade Separator
4 164+970 End of Dohrighat Bypass
5 188+750 Start of Kauriram Bypass
6 193+100 End of Kauriram Bypass
7 196+623 Toll Gate Before 1 Km
8 197+123 Toll Gate Before 500m
9 198+823 Toll Gate After 500m
10 199+323 Toll Gate After 1 Km
11 214+900 Lucknow - Kushinagar
12 215+150 End of Toll Road
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 57
Appendix C II
Locations of Proposed Truck Lay-byes
SL No. Particulars
Existing Chainage
(km)
Design Chainage
(km) Length
(Km) From To From To
1 Right Side 164+700 164+940 169+260 169+500 0+240
2 Left Side 202+330 202+570 209+190 209+430 0+240
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 58
Appendix C III
Locations of Proposed Bus-bays and Bus Shelters
S. No. Name of Village/ Town/Habitation Design (Km) Side
1 Start of Dohrighat Bypass 153+550 Both Side
2 Dohrighat Bypass 163+380 Right
163+580 Left
3 End of Dohrighat Bypass 164+540 Both Side
4 Haka 171+600 Both Side
5 Pajupar 173+200 Both Side
6 Majhgawa 176+200 Both Side
177+700 Both Side
7 Majhgawa Village 179+420 Right
179+720 Left
8 Jagdishpur 183+700 Both Side
185+400 Both Side
9 Bisrauli Bujurg Village 199+500 Right
199+620 Left
10 Start of kauriram Bypass 188+960 Both Side
11 End of kauriram Bypass 192+890 Both Side
12 Bhita 200+650 RHS
13 Mahaveer 207+700 Both Side
14 Chapra 208+900 Both Side
210+850 Both Side
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 59
SCHEDULE-D
(See Clause 2.1)
SPECIFICATIONS AND STANDARDS
1 Four-Laning
1.1 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.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 60
Annex - I
(Schedule-D)
Specifications and Standards for Four-Laning
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 confirm to IRC:SP:84-2014 (Manual of Standards and
Specifications for Four laning of Highways through Public Private Partnership
published by the Indian Road Congress)
2. Deviations from the Manuals Specified in Para-1 above for the Project
Highway
Notwithstanding anything to the contrary contained in the aforesaid Manual, the
following Specifications and Standards shall apply to the above stretches of the
Project Highway, and for purposes of this agreement, the aforesaid Manuals shall
be deemed to be amended to the extent set forth below:
Sl.
No
Clause
referred
in
Manual
Items
Provisions
as per
Manual
Design Chainage Deviation
from the
Manual with
Remarks From To
1
7.19
(Figure
7.8)
Width
of
Carriag
e way
Carriage
width 10.5
m
172+280 172+950 Carriageway
width reduced
to 7 m from
10.5 to
accommodate
cross section
within ROW of
46.5 m
176+780 177+500
180+430 181+200
184+270 184+940
200+085 200+765
208+345 208+980
210+070 210+700
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 61
SCHEDULE - H
(See Clauses10.1.4 and 19.3)
Contract Price Weightages
1.1 The Contract Price for this Agreement is Rs. *****Crore
1.2 Proportions of the Contract Price for different stages of Construction of the
Project Highway shall be as specified below:
Item
Weightage in percentage to the
Contract Price Stage for Payment
Percentage weightage
1 2 3 4 Road works including
culverts,
minor bridges,
underpasses,
overpasses,
approaches to
ROB/RUB/
Major
Bridges/
Structures
(but excluding
service roads)
62.85 A-Wideningand
strengthening of
existing road (1) Earthwork up to top
of the sub-grade
(2) Granular work (sub-
base, base, shoulders)
(3) Bituminous work
(4) Widening and repair
of culverts
(5) Widening and repair
of minor bridges
(6) CC Pavement
B- New 4-
lane realignment/bypass (1) Earthwork up to top
of the sub-grade
(2) Granular work (sub-
base, base, shoulders)
(3) Bituminous work
(4) CC Pavement
C- New culverts,
minor bridges,
underpasses, overpasses
on existing road,
realignments, bypasses: (1) Culverts
(2) Minor ridges
(3) Cattle/Pedestrian
Underpasses
2.01
5.68
****
0.21
0.0036
25.14
5.97
2.72
***
13.26
1.08 5.37 0.76
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 62
(4) Pedestrian overpasses
(5) Grade separated
structures
(a) Vehicular
Underpasses
(b) Overpass
**
***
0.15
0.51
Major Bridge works and
ROB/RUB
14.85 A- Widening and
repairs
of Major Bridges
(1) Foundation (2) Sub-structure
(3) Super-structure
(including crash
barriers etc.
complete)
B- Widening and
repair of
(a) ROB
(b) RUB
C- New Major
Bridges
(1) Foundation (2) Sub-structure
(3) Super-structure
(including crash
barriers etc. complete)
D- New rail-road
bridges
(a)ROB (b) RUB
**
**
***
**
**
7.65
1.82
5.38
****
Structures (elevated
sections,
reinforced
earth)
0.0 (1) Foundation
(2) Sub-structure
(3) Super-structure
(including crash
barriers etc. complete)
(4) Reinforced
Earth
** **
**
**
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 63
Other works 22.30 (i) Service roads (ii) Toll Plaza
(iii) Road side drains
(iv) Road signs,
markings, km
stones, safety devices,
(v) Project facilities
A) Bus Bay
B)Truck Lay Bay
(vi) Repairs to
bridge/structures
a) Providing wearing
coat
b) Replacement of
bearings, joints
6.72 1.94
4.57
1.53
0.75 0.09
**
**
c) Providing crash barriers
d) Other items (vii) Road side plantation (viii) Protection works
(including backfill behind abutment)
(ix) Safety and traffic management during construction
(x) Junction (xi) A) RE Wall
c) B)Toe Wall (xii)Highway
lighting (xiii) Site clearance &
dismantling (xiv) Miscellaneous
(including scarification & median filling)
1.39 ** 0.04 0.10 **** 2.57 1.36 *** 0.29
0.18
0.78
* The above list is illustrative and may require modification as per the scope of
the work.
1.3 Procedure of estimating the value of work done
1.3.1 Road works including approaches to minor bridges, Major Bridges and
Structures (excluding service roads).
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 64
Procedure for estimating the value of road work done shall be as follows:
Table 1.3.1
Stage of Payment Percentage - Weightage
Payment Procedure
A-Widening and
strengthening
(1) Earthwork up to top
of the sub-grade
2.01
Unit of measurement is linear length.
Payment of each stage shall be made
on pro rata basis on completion of a
stage in a length of not less than 10
(ten) percent of the total length.
(2) Granular work (sub- base, base, shoulders)
5.68
(3) Bituminous work ****
(4) Widening and repair of culverts
0.21
Cost of ten completed culverts shall be determined pro rata with respect to the total number of culverts. Payment shall be made on the completion of ten culverts.
(5) Widening and repair of minor bridges
0.0036
Cost of each minor bridge shall be determined on pro rata basis with respect to the total linear length of the minor bridges. Payment shall be made on the completion of a minor bridge.
(6) CC Pavement 25.14
B- New 4-lane
realignment, bypass
(1) Earthwork up to top of
the sub-grade
(2) Granular work (sub-
base, base, shoulders)
(3) Bituminous work
(4) CC Pavement
5.97
2.72
****
13.26
Unit of measurement is linear length.
Payment of each stage shall be made
on pro rata basis on completion of a
stage in full length or 5 (five) km
length.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 65
Stage of Payment Percentage - Weightage
Payment Procedure
C- New culverts, minor
bridges, underpasses,
overpasses on existing road,
realignments, bypasses:
(1) Culverts
(2) Minor bridges
(3) Cattle/Pedestrian
underpasses
(4) Pedestrian Overpasses
(5) Grade separated structures
(a) Vehicular
Underpassses
(b) Overpassses
1.08
5.37
0.76
****
0.15
0.51
Cost of each culvert shall be
determined on pro rata basis with
respect to the total number of
culverts. Payment shall be made on the
completion of five culverts. Cost of each minor bridge shall be
determined on pro rata basis with
respect to the total linear length of the
minor bridges. Payment shall be made
on the completion of a minor bridge.
Cost of each cattle/pedestrian
underpass shall be determined on pro
rata basis with respect to the total
number of cattle/pedestrian
underpasses. Payment shall be made on
the completion of the number of
cattle/pedestrian.
Underpasses specified below:
Total no.
Stage for payment (i) 1 to 5 – on
completion of all, (ii) 6 or more – on
completion of five
Same as for (3) above
Same as for (3) above
Same as for (3) above
@. For example, if the total length of bituminous work to be done is 100 km, the
cost per km of bituminous work shall be determined as follows:
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 66
Cost per km = P x weightage for road work x weightage for bituminous work
x (1/L)
Where P= Contract Price
L = Total length in km
Similarly, the rates per km for stages (1), (2) and (4) above shall be worked out.
1.3.2 Major Bridge works and ROB/RUB.
Procedure for estimating the value of Major Bridge works and of ROB/RUB
shall be as stated in table 1.3.2:
Table 1.3.2
Stage of Payment Weightage Payment Procedure
A- Widening and repairs of
Major Bridges
Foundation: On completion of the foundation work including foundations for wing and return walls
**
Cost of each Major Bridge
(widening and repairs)
shall be determined on pro
rata basis with respect to
the total linear length (m)
of the Major Bridges (widening and repairs).
Payment shall be made on
completion of each stage
of a Major Bridge as per
the weightage given in this
table.
Sub-structure: On completion of abutments, piers up to the abutment/pier cap
**
Super-structure: On completion of the super structure in all
respects including hand
rails/crash barriers, wing walls,
return walls, guide bunds, if
any, tests on completion etc.,
bridge complete in all respects
and fit for use.
***
Cost of each ROB/RUB
(widening and repairs)
shall be determined on pro
rata basis with respect to
the total linear length (m)
of the ROB/RUB
(widening and repairs).
Payment shall be made on
completion of an RB/RUB
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 67
Stage of Payment Weightage Payment Procedure
B- Widening and repairs of
(a) ROB
(b) RUB
C- New Major Bridges
(1) Foundation: On completion
of the foundation
work including foundations
for wing and return walls
(2) Sub-structure: On
completion of abutments,
piers up to the
abutment/pier cap
(3) Super-structure: On
completion of the super structure in all respects including hand rails/crash barriers, wing walls, return walls, guide bunds, if any, tests on completion etc., complete in all respects and fit for use
**
**
7.65
1.82
5.38
Cost of each Major Bridge
shall be determined on pro
rata basis with respect to
the total linear length (m)
of the Major Bridges.
Payment shall be made on
completion of each stage
of a Major Bridge as per
the weightage given in this
table
D-New Rail-road bridges
(a) ROB
(b) RUB
***
**
Cost of each
ROB/RUB shall be
determined on pro rata
basis with respect to
the total linear length
(m) of the
ROB/RUB. Payment
shall be made on
completion of an
ROB/RUB @*****per
no
1.3.3 Structures
Procedure for estimating the value of structure work shall be as stated in table
1.3.3:
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 68
Table 1.3.3
Stage of payment Weightage Payment procedure
(1) Foundation: On completion of the foundation works
including foundations for
wing and return walls
**
Cost of each structure
shall be determined on pro
rata basis in respect to the
total linear length (m) of all
the structures. Payment
shall be made on
completion of each stage of
a structure as per the
weightage given in this
table.
(2) Sub-structure: On completion of abutments,
piers up to the
abutment/pier cap
**
(3) Super-structure: On completion of the Structure
along with super structure,
including hand rails/crash
barriers, wing walls, return
walls, tests on completion
etc., elevated structure
complete in all respects and
fit for use.
**
(4) Reinforced earth work ** Payment shall be made
on pro rata basis on
completion of 25 (twenty
five) percent of total area.
1.3.4 Other works.
Procedure for estimating the value of other works done shall be as stated
in table 1.3.4:
Table 1.3.4
Stage of Payment Weightage Payment Procedure
(i) Service roads
6.72
Unit of measurement is linear length in km. Cost per km shall be determined on pro rata basis with respect to the total length of the service roads. Payment shall be made for completed service road in a length of not less than 20 (twenty) percent of the total length of service roads.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 69
Stage of Payment Weightage Payment Procedure
(ii) Toll plaza
1.94
Unit of measurement is each completed toll plaza.
Payment of each toll plaza
shall be made on pro rata
basis with respect to
the total of all toll plazas.
(iii) Road side drains 4.57 Unit of measurement is linear length in km. Payment shall be made on pro rata basis on completion of a stage in a length of not less than 10 % (ten per cent) of the total length.
(iv) Road signs, markings,
km stones, safety
devices, …
1.53
(v) Project Facilities
a) Bus bays
b) Truck lay-byes
c) Rest areas
d) Others
0.75
0.09
**
**
Payment shall be made on
pro rata basis for completed
facilities. (vi) Repairs to existing
bridges/structures
a) Providing wearing coat
b) Replacement of bearing,
joints
c) Providing crash barriers
(d) Other items
**
**
1.39
**
Payment shall be made
for completed items.
Varanasi -Gorakhpur Section of NH-29 (Package-IV)
National Highways Authority of India 70
Stage of Payment Weightage Payment Procedure
(vii) Roadside plantation 0.04 Unit of measurement is linear length. Payment shall
be made on pro rata basis
on completion of a stage in
a length of not less than
10% (ten per cent) of the
total .
(viii) Protection works 0.10
(ix) Safety and traffic management during
construction
**** Payment shall be made on prorata basis every six
months (x) Junction 2.57
(xi) a) RE Wall 1.36
Payment shall be made
for completed items
b) Toe Wall ****
(xii) Highway Lighting 0.29
(xiii)Site clearance & dismantling
0.18
(xiv)Miscellaneous( including scarification & median filling)
0.78
2. Procedure for payment for Maintenance
2.1 The cost for maintenance shall be as stated in Clause 14.1.1.
2.2 Payment for Maintenance shall be made in quarterly instalments in
accordance with the provisions of Clause 19.7.