Schedules A-D & H - NHAI A to D and H.pdfVaranasi -Gorakhpur Section of NH-29 (Package-IV) The Site includes the following Major Bridges: Existing Major Bridges Existing Chainage (k

Varanasi -Gorakhpur Section of NH-29 (Package-IV)

Schedules

A-D & H


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.


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


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


3. 177+410 Open Brick masonry Wall

type Abutments

RCC solid

slab

1x 10.5


4. 187+030 Open

Brick masonry Wall

type Abutments and

Piers

Arch 3 x 7.2

(c/c Exp Joint) 9.0


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



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



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


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


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


12 161+950 Local


13 162+130 Bavnauli

Village

Brick

Road Village Road Y


Sl

No.

Existing

Chainage

(Km)

Other

Features

Pavement


14 162+410 Bavnauli


15 162+470 Bavnauli


17 162+750 Bavnauli


16 162+810 Bavnauli


18 163+080 Bavnauli


19 163+550 Bavnauli


20 165+040 Local


21 165+270 Local

Village

Brick

Road Village Road Y

22 165+310 Local


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



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



34 168+100 Singhla BT ODR Y



Sl

No.

Existing

Chainage

(Km)

Other

Features

Pavement






40 169+060 Local


41 170+100 Rawatpur BT Village Road Y



44 170+980 Local


45 171+930 Local


46 172+030 Local


47 172+210 Majhgawa BT Village Road Y







54 174+900 Local


55 174+910 Local


56 175+000 Local


57 175+010 Local



Sl

No.

Existing

Chainage

(Km)

Other

Features

Pavement


58 175+140 Local


59 175+260 Local


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


64 178+730 Local


65 179+230 Jagdishpur CC Village Road T

66 179+350 Jagdishpur BT Village Road Y



69 179+900 Jagdishpur BT Village Road T

70 181+690 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


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



Sl

No.

Existing

Chainage

(Km)

Other

Features

Pavement


80 190+560 Local


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


89 192+600 Bisrouli


90 195+850 Bisrouli

Bujurg

Brick

Road Village Road Y

91 195+870 Local


92 193+030 Local


93 193+120 Local


94 193+290 Local


95 193+660 Belipar CC Village Road T

96 193+720 Belipar BT Village Road T

97 193+750 Local


98 194+030 Bhiti BT Village Road Y

99 194+230 Bhiti CC Village Road Y

100 194+850 Local


101 195+070 Local



Sl

No.

Existing

Chainage

(Km)

Other

Features

Pavement


102 195+450 Dorbar BT Village Road Y




106 196+410 Hata BT Village Road Y

107 196+820 Local


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


113 200+380 Mahaveer

Chapra BT Village Road Y


Chapra BT Village Road T





117 202+220 Local


118 202+900 Unchgoan Brick

Road Village Road Y

119 203+000 Unchgoan BT Village Road Y



122 203+470 Unchgoan BT Village Road T



Sl

No.

Existing

Chainage

(Km)

Other

Features

Pavement


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


129 207+310 Local


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




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




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


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


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.


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.


Appendix A-I

Index Map of Project Highway


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.



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).



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



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



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


SIDE


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



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


2 149+830 151+370 Bazarathpur BT village Road Y

3 150+030 151+550 Kusumha


4 160+720 165+110 Local


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


8 161+950 166+370 Local


9 162+410 166+880 Bavnauli


10 162+470 166+940 Bavnauli


11 162+810 167+280 Bavnauli


12 163+550 168+070 Bavnauli




Sl

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Other

Features Pavement

Type

Category Type of

Intersection

13 165+040 169+650 Local


14 165+310 169+910 Local


15 166+030 170+620 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








28 169+060 173+840 Local


29 170+100 174+950 Rawatpur BT Village Road Y



32 170+980 175+830 Local


33 171+930 176+830 Local


34 172+030 176+970 Local


35 172+210 177+150 Majhgawa BT Village Road Y




Sl

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Other

Features Pavement

Type

Category Type of

Intersection






42 174+900 179+950 Local


43 174+910 179+960 Local


44 175+000 180+100 Local


45 175+010 180+110 Local


46 175+140 180+240 Local


47 175+260 180+360 Local


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


52 178+730 183+960 Local


53 179+230 184+500 Jagdishpur CC Village Road T

54 179+350 184+620 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





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


64 190+360 197+000 Local


65 190+560 197+200 Local


66 190+790 197+430 Kanshiram CC Village Road Y

67 192+270 198+920 Bisrouli


68 192+590 199+240 Bisrouli


69 192+600 199+250 Bisrouli


70 195+870 199+520 Local


71 193+030 199+720 Local


72 193+120 199+800 Local


73 193+290 199+970 Local


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


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


80 195+070 201+780 Local


81 195+450 202+160 Dorbar BT Village Road Y






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


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


92 200+380 207+230 Mahaveer


93 201+150 208+010 Mahaveer


94 201+800 208+650 Mahaveer


95 201+810 208+670 Mahaveer


96 202+220 209+080 Local


97 203+000 209+860 Unchgoan BT Village Road Y



100 203+470 210+380 Unchgoan BT Village Road T


102 207+090 213+950 Local


103 207+310 214+170 Local


104 207+980 214+840 Ekazhabazar BT Village Road T



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



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



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



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



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



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



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



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.



Add 2 Lane new


3 188+600 195+065

Span 3X8.9

(3x2x4.45)*

Arch, Brick

masonry

substructure.



Add 2 Lane new


4 189+190 195+655

Group of Pipes,25

nos.of pipes with

1m dia.



Add 2 Lane new


5 190+320 196+960

Span 3x6.5m Arch,

Brick masonry

substructure.



Add 2 Lane new


*Existing Arch bridge has 3 spans of 8.9m. Intermediate supports exists for strengthening.



(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


on LHS

3 187+420 193+820 1x40+2x30*

Length=100m


Add. 2 Lane new


on RHS

4 - 195+865 4x30*

Length=120m

4Lane new


on minor realignment



* 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



Bypass

3 - 160+820 3 x 10.0* Local Stream

As per

Manual



Bypass

4 - 161+355 3 x 10.0*

Local Stream

4Lane new constrcution


Bypass

5

170+650

175+495

1X9.4*

Over Nallah


Add. 2Lane new


on LHS

6

177+410

182+600

1X10.5*

Over Nallah


Add. 2Lane new


on RHS

7 - 189+330 2 x 8.0* Local Stream


proposed on Kauriram

Bypass



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.



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.



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:



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



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



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.



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



manual).

Concentric

Widening

3 153+250 157+585 4+335



manual).

Dohrighat Bypass

4 157+585 158+050 0+465


(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



manual).

Dohrighat Bypass

6 161+850 162+805 0+955



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


Type-A-3(Fig 2.4 of the

manual).

Dohrighat Bypass

8 164+950 165+700 0+750


Type-A-3(Fig 2.4 of the

manual).

Left side Eccentric

Widening-

9 165+700 167+900 2+200



manual).

Concentric

Widening

10 167+900 168+650 0+750


Type-B (Fig 2.6 of the

manual).

Concentric

Widening. Service

road on left side

11 168+650 170+500 1+850



manual).

Right side

Eccentric Widening



Sl.

No.



From To

12 170+500 171+750 1+250



manual).

Concentric

Widening

13 171+750 172+280 0+530



manual).

Concentric

Widening.

14 172+280 172+950 0+670



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



manual).

Concentric

Widening

17 174+080 174+750 0+670 Typical Cross Section


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



manual).

Concentric

Widening.

20 176+780 177+500 0+720


(Fig 7.8 of the manual).

Carriageway width


Structure of LVUP

and its approaches

with RE wall and

both side 7.5 m

service Roads

21 177+500 179+950 2+450



manual).

Concentric

Widening

22 179+950 180+430 0+480



manual).

Concentric

Widening.

23 180+430 181+200 0+770



Carriageway width


Structure of LVUP

and its approaches

with RE wall and

both side 7.5m

service Roads



Sl.

No.



From To

24 181+200 181+900 0+700



manual).

Concentric

Widening

25 181+900 183+650 1+750



manual).

Left side Eccentric

Widening

26 183+650 183+900 0+250



manual).

Concentric

Widening

27 183+900 184+270 0+370



manual).

Concentric

Widening.

28 184+270 184+940 0+670



Carriageway width


Structure of PUP

and its approaches

with RE wall and

both side 7.5 m

service Roads

29 184+940 185+200 0+260



manual).

Concentric

Widening.

30 185+200 186+500 1+300



manual).

Concentric

Widening

31 186+500 186+800 0+300



manual).

Concentric

Widening.

32 186+800 187+900 1+100



manual).

Concentric

Widening

33 187+900 188+250 0+350



manual).

Concentric

Widening.

34 188+250 188+750 0+500



manual).

Concentric

Widening

35 188+750 188+900 0+150



manual).

Kauriram Bypass



Structure of PUP

without Slip Road

and RE wall



Sl.

No.



From To

37 189+420 189+520 0+100



manual).

Kauriram Bypass



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



manual).

Kauriram Bypass



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



manual).

Kauriram Bypass

42 193+100 195+730 2+630



manual).

Left side Eccentric

Widening

43 195+730 196+050 0+320



manual).

Realignment

44 196+050 197+250 1+200



manual).

Left side Eccentric

Widening

45 197+250 197+623 0+373



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



Sl.

No.



From To

47 198+323 198+700 0+377



manual).

Concentric

Widening

48 198+700 199+250 0+550



manual).

Concentric

Widening.

49 199+250 199+800 0+550



manual).

Concentric

Widening

50 199+800 200+085 0+285



manual).

Concentric

Widening.

51 200+085 200+765 0+680



Carriageway width


Structure of PUP

and its approaches

with RE wall and

both side 7.5m

service Roads

52 200+765 202+100 1+335



manual).

Concentric

Widening

53 202+100 203+100 1+000



manual).

Concentric

Widening.

54 203+100 205+500 2+400



manual).

Left side.Eccentric

Widening

55 205+500 207+850 2+350



manual).

Concentric

Widening

56 207+850 208+345 0+495



manual).

Concentric

Widening.



Sl.

No.



From To

57 208+345 208+980 0+635



Carriageway width


Structure of PUP

and its approaches

with RE wall and

both side 7.5m

service Roads

58 208+980 210+070 1+090



manual).

Concentric

Widening

59 210+070 210+700 0+630



Carriageway width


Structure of PUP

and its approaches

with RE wall and

both side 7.5m

service Roads

60 210+700 210+900 0+200



manual).

Concentric

Widening

61 210+900 211+300 0+400


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



manual).

Concentric

Widening

63 211+430 212+800 1+370



manual).

Left side Eccentric

Widening

64 212+800 212+900 0+100



manual).

Right Side

Eccentric Widening

65 212+900 214+850 1+950



manual).

Concentric

Widening. Service

Road on left side

66 214+850 215+160 0+310



manual).

Right Side

Eccentric Widening

Total Length (m) 65+620



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.



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



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”



(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.



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



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



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



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.



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



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



(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



(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

** **

**

**



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).



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



(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.



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



@. 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:

mailto:culverts.@304,747

mailto:culverts.@304,747



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)




of the ROB/RUB

(widening and repairs).


completion of an RB/RUB




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




of the Major Bridges.


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:



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


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


(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.




(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

**

**


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.




(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.

mailto:months.@1,223,502.74per



Documents

Schedules A-D & H - NHAI A to D and H.pdfVaranasi -Gorakhpur Section of NH-29 (Package-IV) The Site includes the following Major Bridges: Existing Major Bridges Existing Chainage (k