Schedule a to d and h

Construction of balance work of 4 laning of Barhi-Hazaribagh Section of NH-33 in the State of
Jharkhand
Schedules
(A–D,H)

Jharkhand
SCHEDULE - A
(See Clauses 2.1 and 8.1)
SITE OF THE PROJECT
1 The Site
1.1 Site of the Four-Lane Project Highway shall include the land, buildings,
structures and road works as described in Annex-I of this Schedule-A.
1.2 The dates of handing over the Right of Way to the Contractor are specified in
Annex-II of this Schedule-A.
1.3 An inventory of the Site including the land, buildings, structures, road works,
trees and any other immovable property on, or attached to, the Site shall be
prepared jointly by the Authority Representative and the Contractor, and
such inventory shall form part of the memorandum referred to in Clause
8.2.1 of this Agreement.
1.4 The alignment plans of the Project Highway are specified in Annex-III. In the
case of sections where no modification in the existing alignment of the Project
Highway is contemplated, the alignment plan has not been provided. Alignment
plans have only been given for sections where the existing alignment is proposed
to be modified.
The site of four lane project highways was taken up for construction under BOT
basis but the contractor failed to complete the project and deserted in mid way.
The status of the work done by the contractor is given below:-
(a) Status of Highway works:-
Following table shows progress of site work of Existing Project Road Excluding
Bypass stretch upto April-2015.
Sr.
no.
Descriptio
n
Total
Lengt
h (m)
LHS RHS
Remark
s
Length
Completed (m)
Total
Length
Compl
eted
(m)
Length
Completed
(m)
Total
Lengt
h
Compl
eted
(m)
From To From To
1 Earthwork 31064
3250 12750 9500 1150
1225
0
11100 Site is
full of
rain cuts
and
distorted
slopes
12950 13000 50
1300
0
1395
0
950
14450 14650 200
2400
0
2585
0
1850

Jharkhand
Sr.
no.
Descriptio
n
Total
Lengt
h (m)
LHS RHS
Remark
s
Length
Completed (m)
Total
Length
Compl
eted
(m)
Length
Completed
(m)
Total
Lengt
h
Compl
eted
(m)
From To From To
14800 15350 550
2775
0
2985
0
2100
16000 17200 1200
3000
0
3015
0
150
24000 26600 2600
26800 26850 50
27750 28750 1000
29200 29350 150
29850 30300 450
Total length of
Earthwork
15750 16150
2
GSB 1st
layer
3106
4
3250 12750 9500 1300
1225
0
10950
12950 13000 50
1300
0
1395
0
950
14450 14650 200
2400
0
2585
0
1850
14800 15350 550
2775
0
2795
0
200
16000 17200 1200
2815
0
2985
0
1700
24000 25600 1600
27750 28750 1000
29200 29350 150
29850 30300 450
Total length of
GSB 1st layer
14700 15650
3
GSB 2nd
layer
3106
4
3250 12750 9500 1300
1225
0
10950
12950 13000 50
1300
0
1395
0
950
14450 14650 200
2815
0
2890
0
750
14800 15350 550
2900
0
2985
0
850

Jharkhand
Sr.
no.
Descriptio
n
Total
Lengt
h (m)
LHS RHS
Remark
s
Length
Completed (m)
Total
Length
Compl
eted
(m)
Length
Completed
(m)
Total
Lengt
h
Compl
eted
(m)
From To From To
16000 17200 1200
24000 25600 1600
27950 28150 200
Total length of
GSB 2nd layer 13300 13500
4
WMM 1st
layer
30564
3250 3600 350 1350
1225
0 10900
4200 12750 8550
1300
0
1340
0 400
14450 14650 200
1350
0
1395
0 450
14800 15350 550
2815
0
2890
0 750
16000 17200 1200
2900
0
2985
0 850
24000 25600 1600
Total length of
WMM 1st layer 12450 13350
5
WMM
2nd layer
30564
3250 3650 400 1350 9250 7900
4200 12750 8550 9350
1225
0
2900
1300
0
1340
0
400
1350
0
1395
0
450
2815
0
2890
0
750
2900
0
2985
0
850
Total length of
WMM 2nd layer 8950 13250
6
Prime
Coat
30570 8950 13250
7 DBM-1st
30570 3250 3600 350 4200 9250 5050

Jharkhand
Sr.
no.
Descriptio
n
Total
Lengt
h (m)
LHS RHS
Remark
s
Length
Completed (m)
Total
Length
Compl
eted
(m)
Length
Completed
(m)
Total
Lengt
h
Compl
eted
(m)
From To From To
Layer
4200 12250 8050 9350
1225
0 2900
12350 12750 400
1300
0
1340
0 400
1350
0
1395
0 450
2815
0
2890
0 750
2900
0
2985
0 850
Total length of
DBM 1st layer 8800 10400
8
DBM 2nd
layer
30570
3250 3600 350 4200 9250 5050
4200 12250 8050 9350
1225
0
2900
12350 12750 400
1300
0
1340
0
400
1350
0
1395
0
450
2875
0
2890
0
150
2900
0
2985
0
850
Total length of
DBM 2nd layer 8800 9800
9 BC 30570 0 0
10 PQC 330 0 0
(b) Status of concrete works is mentioned in other relevant Paras.
The site will be provided as is as on where is basis. The EPC contractor should
visit the site and take realistic assessment of the same.
1.5 The status of the environment clearances obtained is given in Annex IV.

Jharkhand
Annex – I
(Schedule – A)
Site
1. Site
The Site of the Four-Lane Project Highway is a part of NH-33. It comprises the
section of developing the existing 2-lane carriageway (Km 0.000 to Km 41.279)
of NH-33 to 4-lane dual carriageway configurations (including 4-lanning of
Hazaribagh bypass). The land, carriageway and structures comprising the site are
described below.
2. Land
The Site of the Project Highway comprises the land described below:
S. No.
Chainage (Km)
ROW (m) Remarks
From To
1 0+000 9+800 45/60
2 9+800 10+166 100
3 10+166 30+220 45/60
4 30+220 30+550 110
5 30+550 30+900 45/60
6 30+900 35+800 60
7 35+800 36+200 100
8 36+200 41+279 60
3. Carriageway
The present width of carriageway of the Project Highway is a two lane
carriageway in its entire length.
S. No.
Chainage (Km) Length
(In Km)
Width of Carriageway
(In m)
From To L.S R.S
1 0+000 0+800 0+800 3.5 3.5
2 0+800 1+150 0+350 0 7
3 1+150 3+250 2+100 0 8.5
4 3+250 4+000 0+750 8.5 8.5
5 4+000 5+000 1+000 8.5 8.5
6 5+000 7+000 2+000 8.5 8.5
7 7+000 9+000 2+000 8.5 8.5
8 9+000 11+000 2+000 8.5 8.5
9 11+000 12+250 1+250 8.5 8.5

Jharkhand
S. No.
(In Km)
(In m)
From To L.S R.S
10 12+250 12+750 0+500 8.5 7
11 12+750 12+950 0+200 10.50 7
12 12+950 13+000 0+050 8.5 7
13 13+000 13+200 0+200 0 7
14 13+200 13+950 0+750 7 8.5
15 13+950 14+200 0+250 7 0
16 14+200 14+450 0+250 0 7
17 14+450 14+650 0+200 8.5 7
18 14+650 14+800 0+150 0 7
19 14+800 15+350 0+550 8.5 7
20 15+350 16+000 0+650 10.5 7
21 16+000 17+200 1+200 8.5 7
22 17+200 24+000 6+800 0 7
23 24+000 24600 0+600 8.5 8.5
24 24+600 24+900 0+300 8.5 8.5
25 24+900 25+850 0+950 8.5 8.5
26 25+850 26+600 0+750 8.5 7
27 26+600 26+800 0+200 0 7
28 26+800 26+850 0+050 8.5 7
29 26+850 27+750 0+900 0 7
30 27+750 27+950 0+200 8.5 8.5
31 27+950 28+150 0+200 8.5 7
32 28+150 28+750 0+600 8.5 8.5
33 28+750 28+950 0+200 0 8.5
34 28+950 29+000 0+050 10.5 7
35 29+000 29+200 0+200 0 8.5
36 29+200 29+350 0+150 8.5 8.5
37 29+350 29+850 0+500 0 8.5
38 29+850 30+150 0+300 8.5 8.5
39 30+150 30+300 0+150 8.5 7
40 30+300 30+400 0+100 0 7
41 30+400 30+900 0+500 0 0
42 30+900 32+400 1+500 8.5 8.5
43 32+400 35+450 3+050 0 0
44 35+450 36+050 0+600 8.5 8.5
45 36+050 38+800 2+750 0 0

Jharkhand
S. No.
(In Km)
(In m)
From To L.S R.S
46 38+800 40+600 1+800 8.5 8.5
47 40+600 40+750 0+150 0 0
48 40+750 41+000 0+250 8.5 8.5
49 41+000 41+279 0+279 0 0
4. Major Bridges
The Site includes the following Major Bridges:
i) LHS
S.
No.
Chainage
(Km)
Type of Structure
No. of
Spans
(m)
Width
(m)
Remark
Foundati
on
Sub
Structure
Super
Structure
1
Barhi
Bridge at
Km
1+035
Open RCC RCC
3 x 20.25
= 60.75
12
Completed
till Deck
Slab
(Including
Deck Slab).
2
Kewta
Bridge at
Km
12+825
Open RCC RCC
3 x 20.25
= 60.75
12
Completed
till Deck
Slab
(Including
Deck Slab).
3
Siwaney
Bridge at
km
28+993
Open RCC RCC
4 x 20.25
= 81.00
12
Foundation
of
abutments
are
complete,
& 0.6 m
concrete in
each
abutment.

Jharkhand
ii) RHS
S.
No.
Chaina
ge (Km)
Type of Structure No. of
Spans
with
span
length
(m)
Width
(m)
Remark
Foundati
on
Sub
Structure
Super
Structure
1
Siwaney
Bridge
at Km
28+993
Open RCC RCC
4 x 20.25
= 81.00
12
Foundation
, Sub
structure,
Super
structure
including
approach
slab are
completed.
5 Road over-bridges (ROB)/ Road under-bridges (RUB)
The Site includes the following ROB (road over railway line) / RUB (road under
railway line):
S.
No.
Chainage
(km)
Type of
Structure
No. of
Spans with
span
length (m)
Width
(m)
ROB/
RUB
Remarks / Work already
done
Found
ation
Superstr
ucture
NIL
6 Grade separators
The Site includes the following grade separators:
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:
LHS

Jharkhand
S.
No.
Chainage
(km)
Type of
Structure
No. of
Spans with
span length
(m)
Carriage way
Width
(m)
Foundat
ion
Sub-
structure
Super
structure
Remarks
1
Kosma
bridge at
km
15+409
Open RCC RCC
2 x 20.25 =
40.5
12
Upto deck slab
complete,
Bearing course
& Protection
work to be
constructed.
2
Kunar
bridge at
km
40+700
Open RCC RCC
2 x 20.25 =
40.5
12
Sub-structure
completed
except pier cap.
RHS
S.
No.
Chainage
(km)
Type of
Structure
No. of
Spans with
span
length (m)
Carriage way
Width
(m)
Foundat
ion
Sub-
structure
Super
structure
Remarks
1
Kosma
bridge at
km
15+409
Open RCC RCC
1 x19.24 +
1 x 19.10
= 38.34
7.5
Existing bridge
to be Retain.
2
Kunar
bridge at
km
40+700
Open RCC RCC
2 x 20.25=
40.5
12
Sub structure
completed
except pier cap.
8 Railway level crossings
The Site includes the following railway level crossings:
S. No. Chainage (km) Remarks
Nil
9 Underpasses (vehicular, Non-vehicular)
The Site includes the following underpasses:
Sl.
No
Chainage
(km)
Type of
Structure
No. of Spans
with Span
Length (m)
Width (m)
Status of work already
done
Nil

Jharkhand
10 Culverts
The Site has the following Culverts:
Sl.
No
Chainage
(Km)
Type of
Culvert
on RHS
Span /
Opening
with Span
Length
(m)
Width
(m)
Side Remark
1 2+573 Pipe 1.2m dia. LHS
Only pipe placed in
position.
2 3+038 Pipe 1.2m dia. LHS
Only pipe placed in
position.
3 3+251 Box 1x3x3 LHS
Parapet to be
constructed.
4 3+355 Pipe 1.2 m Dia. LHS Completed
7 4+274 Box 1x3x3 LHS
Flooring, Headwall,
wing Wall, Curtain Wall
to be constructed.
8 4+725 Box 1x3x3 LHS Completed
9 4+805 Pipe 1.2 m Dia. LHS
Flooring, Parapet to be
constructed.
10 5+447 Box 1x3x3 LHS
constructed
11 5+447 Box 1x3x3 RHS
constructed
12 6+017 Box 1x3x3 LHS
constructed
13 6+017 Box 1x3x3 RHS
constructed
14 6+230 Box 1x3x3 LHS
constructed
15 6+230 Box 1x3x3 RHS
constructed
16 6+521 Box 1x3x3 LHS
constructed
17 6+521 Box 1x3x3 RHS
constructed
18 7+024 Box 1x3x3 LHS
constructed
19 7+024 Box 1x3x3 RHS
constructed
20 7+608 Box 1x3x3 LHS
constructed
21 7+608 Box 1x3x3 RHS Flooring, Parapet to be

Jharkhand
Sl.
No
Chainage
(Km)
Type of
Culvert
on RHS
Span /
Opening
with Span
Length
(m)
Width
(m)
Side Remark
constructed
22 7+773 Box 1x3x3 LHS
constructed
23 7+773 Box 1x3x3 RHS
constructed
24 8+189 Box 1x3x3 LHS
constructed
25 8+189 Box 1x3x3 RHS
constructed
26 8+346 Box 1x5x5 LHS
constructed
27 8+346 Box 1x5x5 RHS
constructed
28 8+800 Pipe 1.2 m Dia. LHS
constructed
29 8+800 Pipe 1.2 m Dia. RHS
Only pipe placed in
position.
30 9+228 Box 1x5x5 LHS
constructed
31 9+228 Box 1x5x5 RHS
Wearing Coat to be
constructed.
32 9+572 Box 1x3x3 LHS
constructed
33 9+572 Box 1x3x3 RHS
constructed
34 9+824 Box 1x3x3 LHS
constructed
35 9+824 Box 1x3x3 RHS
constructed
36 9+926 Box 1x3x3 LHS
constructed
37 9+926 Box 1x3x3 RHS
constructed
38 10+005 Box 1x3x3 LHS
constructed
39 10+005 Box 1x3x3 RHS
constructed
40 10+091 Box 1x3x3 LHS
constructed
41 10+091 Box 1x3x3 RHS
constructed
42 10+166 Box 1x5x5 LHS Flooring, Parapet to be

Jharkhand
Sl.
No
Chainage
(Km)
Type of
Culvert
on RHS
Span /
Opening
with Span
Length
(m)
Width
(m)
Side Remark
constructed
43 10+166 Box 1x5x5 RHS
constructed
44 10+790 Box 1x3x3 LHS
constructed
45 10+790 Box 1x3x3 RHS
constructed
46 11+815 Box 1x3x3 LHS
constructed
47 11+815 Box 1x3x3 RHS
constructed
48 11+880 Box 1x3x3 LHS
constructed
49 11+880 Box 1x3x3 RHS
constructed
50 12+054 Box 1x3x3 LHS
constructed
51 12+054 Box 1x3x3 RHS
constructed
52 13+410 Box 1x3x3 RHS
Wearing Coat, parapet to
be constructed
53 13+597 Box 1x3x3 RHS
constructed
55 14+720 Box 1x3x3 LHS
Only box completed with
wing wall
56 14+967 Box 1x5x5 LHS Box completed
58 16+273 Box 1x3x3 LHS
constructed
61 17+478 Box 1x3x3 RHS Box completed
62 25+642 Box 1x3x3 LHS Foundation Completed
63 25+642 Box 1x3x3 RHS Foundation Completed
66 30+187 Pipe 1.2 m Dia LHS
Only pipe placed in
position.

Jharkhand
Sl.
No
Chainage
(Km)
Type of
Culvert
on RHS
Span /
Opening
with Span
Length
(m)
Width
(m)
Side Remark
75 38+540 Box 1x3x3 LHS Foundation Completed
79 39+180 Pipe 1.2 m Dia LHS completed
80 39+180 Pipe 1.2 m Dia RHS completed
82 39+990 Box 1x7x6 RHS
Box & wing wall
completed
85 40+310 Box 1x3x3 RHS Completed
11 Bus bays
The details of bus bays on the Site are as follows:
Sr.
No.
Chainage
(km)
Length
(m)
Left Hand Side Right Hand Side
Nil
12 Truck Lay byes
The details of truck lay byes are as follows:
Sr.
No.
Chainage
(km)
Length
(m)
Left Hand Side Right Hand Side
Nil
13 Road side drains
The details of the roadside drains are as follows:
Sr. Chainage (km) Type Remark

Jharkhand
No.
From To
Masonry /
CC (Pucca)
Earthen
(Kutcha)
1 10+770 10+820 Pucca
Drain is done in
median
14 Major junctions
The detail of major junction is as follows:
Sl.
No.
Location (Km) At grade Separated
Category of Cross Road
NH SH MDR Others
1. 0+000 At grade NH-31
2. 15+800 At grade SH
3. 30+900 At grade NH-33
4. 36+580 At grade NH-100
5. 41+112 At grade NH-33
(NH: National Highway, SH: State Highway, MDR: Major District Road)
15 Minor junctions
The details of the minor junctions are as follows:-
Sl. No. Location (Km)
Category of Cross/
Connecting Road
Junction Type/
Side
Linked Village
1 2+990 BT Road Right To Kariydpur
2 5+840 BT Road Left To Devchanda
3 6+994 BT Road Right
Pach Mile
Chodhar
4 11+300 BT Road Left To Alinagar
5 13+033 BT Road Right Champadih
6 17+287 BT Road Right
Tedhai
Village
7 17++890 BT Road Left Lotwa Dam
8 24+410 BT Road Left Scjhua Dowgi
9 25+250 Dumram Both Chak Basti

Jharkhand
Sl. No. Location (Km)
Category of Cross/
Connecting Road
Junction Type/
Side
Linked Village
10 36+950 BT Road Both Oriya Village
16 Bypasses
The details of the partially constructed bypass are as follows:
Sl.
No.
Name of
Bypass (Town)
Chainage (Km)
Length
(Km)
Carriageway
From To
Width
(m)
Type
1
Hazaraibagh
Bypass
30+900 41+279 10+379 2*8.5 III
Sr.
no.
Descrip
tion
Total
Length
(m)
LHS RHS Remarks
Length
Completed
(m)
Total
Length
Compl
eted
(m)
Length
Completed (m)
Total
Length
Comple
ted (m)
From To From To
1
Earthw
ork
10379
30900 32400 1500 30900 32400 1500 Site is
full of
rain cuts
and
distorted
slopes
35450 36050 600 35450 36050 600
38800 40600 1800 38800 40600 1800
40750 41000 250 40750 41000 250
Total length of
Earthwork
completed
4150 4150
2
GSB
1st
layer
10379
30900 31950 1050 30400 32000 1600
35450 36050 600 35450 36050 600
39000 39900 900 39000 39900 900
40750 41000 250
Total length of
GSB 1st layer
2550 3350
3
GSB
2nd
layer
10379
30900 31950 1050 30900 32000 1100
35450 36050 600 35450 36050 600
39000 39900 900 39000 39900 900
40750 41000 250
Total length of
GSB 2nd layer
2550 2850
4
WMM
1st
10379
30900 31950 1050 30900 32000 1100
35450 36050 600 35450 36050 600

Jharkhand
Sr.
no.
Descrip
tion
Total
Length
(m)
LHS RHS Remarks
Length
Completed
(m)
Total
Length
Compl
eted
(m)
Length
Completed (m)
Total
Length
Comple
ted (m)
From To From To
layer 39000 39900 900 39000 39950 950
40800 41000 200
Total length of
WMM 1st layer
2550 2850
5
WMM
2nd
layer
10379
30900 31750 850 30900 32000 1100
35450 36050 600 35450 36050 600
39000 39900 900 39000 39900 900
40800 41000 200
Total length of
WMM 2nd layer
2350 2600
6
Prime
Coat
10379
2250 2300
7
DBM-
1st
Layer
30900 31750 850 30900 31750 850
35550 36050 500 35500 36050 550
39000 39900 900 39000 39900 900
Total length of
DBM 1st layer
2250 2300
8
DBM
2nd
layer
10379
39000 39900 900 36000 36050 50
39000 39900 900
Total length of
DBM 2nd layer
900 950
9 BC 0 0
17 Other structures
Nil

Jharkhand
Annex - II
(Schedule-A)
Dates for providing Right of Way
The dates on which the Authority shall provide Right of Way to the Contractor
on different stretches of the Site are stated below:
S. No. From km To km
Length
(Km)
Proposed
Width
(m)
Date of
providing
ROW
1 2 3 4 5
1 0+000 to 9+800 9.800 45/60
Available
2 9+800 to 10+166 0.366 100
3 10+166 to 30+220 20.054 45/60
4 30+220 to 30+550 0.330 110
5 30+550 to 30+900 0.350 45/60
6 30+900 to 35+800 4.900 60
7 35+800 to 36+200 0.400 100
8 36+200 to 41+279 5.079 60

Jharkhand
Annex - III
(Schedule-A)
Alignment Plans
The existing alignment of project highway shall be designed as per NH standards.
However the proposed alignment of the project highway shall be as per the enclosed plan
and profile. The finished road level indicated in the plan and profile are minimum.
Notwithstanding anything to the contrary contained in this Agreement or the Manual, the
Contractor shall at least achieve the level indicated in the enclosed plan and profile.

Construction of balance work of 4 laning of Barhi-Hazaribagh Section of NH-33 in the State of Jharkhand
Annex - IV
(Schedule-A)
Environment Clearances
The following clearances have been obtained:
S. No Clearances Present Status
1 Environment clearance
Granted on 10.02.2012.
2 Forest Clearance
Working Permission dated 30.04.2015 have
been granted for 48.55 Ha Land including wild
life clearance.

SCHEDULE - B
(See Clause 2.1)
DEVELOPMENT OF THE PROJECT HIGHWAY
1. DEVELOPMENT OF THE PROJECT HIGHWAY
Development of the Project Highway shall include Design and Construction of the
Project Highway as described in this Schedule-B and in Schedule-C.
2 Rehabilitation and augmentation (Four Laning)
Four Laning shall include Widening and Reconstruction of Project Highway as described
in Annex-I of this Schedule-B and in Schedule-C.
3 Specifications and Standards
The Project Highway shall be designed and constructed in conformity with the
Specifications and Standards specified in Annex-I of Schedule-D.
4 The Project was taken up for improvement under BOT but the Concessionaire failed to complete
the project and deserted the stretch in partial/ad-hoc completion of project development in mid-way
as indicated in Schedule A. Therefore, instant project is taken on EPC mode to complete the left
over work. The Contractor should visit the site and take realistic assessment of the work and
prepared the bid accordingly. For the avoidance of doubt, it is clarified that adequacy of left over
works and completion thereof shall be the responsibility of contractor and shall not cause any
change of scope.

Annex – I
(Schedule – B)
Description of Four Laning with paved shoulder.
The site of four lane project highway comprises the section of National Highway 33
commencing from Design Chainage Km 0.000 and ends at Design Chainage Km. 41.279
in the state of Jharkhand.
The Project was taken up for improvement under BOT but the Concessionaire failed to
complete the project and deserted the stretch in partial/ad-hoc completion of project
development in mid-way as indicated in Schedule A. Therefore, instant project is taken
on EPC mode to complete the left over work. The Contractor should visit the site and
take realistic assessment of the work and prepared the bid accordingly. For the avoidance
of doubt, it is clarified that adequacy of left over works and completion thereof shall be
the responsibility of contractor and shall not cause any change of scope.
The land, Carriageway and structures comprising the site are described below.
1. WIDENING OF THE EXISTING HIGHWAY
1.1 The Project Highway shall follow the existing alignment unless otherwise specified by
the Authority and shown in the alignment plans specified in 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 terrain to the extent land is available.
1.2 Width of Carriageway
1.2.1 Four Lane divided carriageway with 5.0m wide raised median including both side 0.25m
kerb shyness shall be undertaken. The carriageway including paved shoulders shall be
17m (8.5*2) with shy distance in accordance with the typical cross sections drawings in
the Manual.
Provided that in the built – up areas the width of the carriageway shall be as specified in
the following table:
1.2.2 Except as otherwise provided in this agreement, the width of the paved carriageway and
cross-sectional features shall conform to paragraph 1.1 above.
S.
No.
Built-up stretch
(Township)
Location (km to km) Carriageway
Width
(m)
Typical cross section
(Ref. to
Manual)/Remarks
From To
1 Barhi 0+000 0+800 31[(8.5+7)*2]
Fig 2.6 of IRC SP:84-
2014
3 Itkhori Mor 15+750 16+000 31[(8.5+7)*2]
4
Ichak Mor, Bariyath,
Bongia Chak
24+700 27+700 31[(8.5+7)*2]
5 Nagwa 29+175 30+000 31[(8.5+7)*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 4 lane Manual.
2.2 Design speed
The design speed shall be the minimum 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.
Design Chainage
(km) Type of Deficiency/ Remarks
From To
Nil
2.3.2 Details of Proposed Realignments / Curve Improvements
2.3.3 Details of proposed Bypasses
Sl.
No.
Name of
Bypass
Bypass location
w.r.t. project
alignment
Take off
Chainage
Merging
Chainage
Length
(m)
1 Hazaribagh LHS 30+900 41+279 10.379
2.4 Right of Way
Details of Right of Way are given in Annex-II of Schedule-A.
Sl. No.
Design Chainage (km)
Side Length (m)
From To
Nil

2.5 Type of shoulders
(a) In built-up sections, footpaths/fully paved shoulders shall be provided in the
following stretches:
Sl.
No.
Design Chainage
(Km) Footpath
Length
(m)
Typical
Cross
Section
From To
1 0 800 2.0 m (each side) 800 IV
2 15+750 16+000 2.0 m (each side) 250 IV
3 24+700 27+700 2.0 m (each side) 3000 IV
4 29+175 30+000 2.0 m (each side) 825 IV
(b) In open country, [paved shoulders of 1.5 m width shall be provided and 2.0m
width earthen shoulder shall be provided.
(c) Design and specifications of paved shoulders and granular material shall
conform to the requirements specified in paragraphs 5.10 of the Manual.
2.6 Service / Slip Roads
2.6.1 Service Roads
Service roads shall be constructed at the locations and for the length indicated
below:
S.
No.
Location of Service Road Service
Road
Length
(Km)
Carriageway
width (m)
Footpath
Both side
of
Carriagew
ay (m)
LHS/RHS/
Both Side
Start
Chainage
(Km)
End
Chainage
(Km)
1 0+000 0+800 0+800 7.0 2.0 Both
3 15+750 16+000 0+250 7.0 2.0 Both
4 24+700 27+700 3+000 7.0 2.0 Both
5 29+175 30+000 0+825 7.0 2.0 Both

2.7 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 indicated in Appendix B-I.
3 INTERSECTIONS AND GRADE SEPARATORS
All intersections and grade separators shall be as per Section 3 of the Manual. Existing
intersections which are deficient shall be improved to the prescribed standards.
Properly designed intersections shall be provided at the locations and of the types and
features given in the tables below:
(A) At-grade Major intersections
Major Intersections
S. No.
Location/Design
Chainage (Km)
Type of
Intersection
Category of
Intersecting
Road
Linked Town
1 0+000 X NH-31 Barhi
2 15+800 Y Itkhori Itkhori
3 30+900 Y Hazaribagh Hazaribagh
4 36+580 X NH-100
Hazaribagh -
Bagodar
5 41+112 Y
Hazaribagh
Bypass
Hazaribagh
Minor Intersections
S. No.
Location/Design
Chainage (Km)
Type of
Intersection
Category of
Intersecting Road
Linked Village
1 2+990 T VR To Kariyadpur
2 5+840 Y VR Devchanda
3 6+994 T VR Panch Mile Chodhar
4 11+300 Y VR To Alinagar
5 13+033 T VR To Champadih
6 17+287 T VR To Tedhai
7 17+890 T VR To Lotwa Dam
8 24+410 Y VR To Sejhua Dowgi
9 25+250 T VR Chak Basti
10 36+950 X VR Oriya Village
(B) Grade separated intersection with/without ramps

S. No Location
Design
Chainage
Road to be carried over/ under the structure
Nil
(C) Vehicular Underpasses with/without ramps
S. No. Design Chainage (km) Size
1 34+120 12
2 34+750 12
(D)Cattle and pedestrian underpass /overpass
Cattle / pedestrian underpass shall be constructed as follows:
Sl. No.
Location
Lateral
Clearance(Span/
Opening) (m)
Vertical
Clearance (m) Type of Crossing
1 18+450 12 6 CUP/Elephant Crossing
4.0 ROAD EMBANKMENT AND CUT SECTION
4.1 Widening and improvement of the existing road embankment / cuttings and construction
of new road embankment / cuttings shall conform to the Specifications and Standards
given in section 4 of the Manual 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.
The existing road shall be raised in the following sections as minimum, however,
Contractor shall ascertain other locations and shall carry out the design in accordance
with the requirements of: IRC:SP-84-2014
S. No.
Location/ Design Chainage
( In Km)
Length (In
Km)
Remarks
From To
1 0+940 1+320 0+380 These Bridge Approaches
need to be matched with
the FRL of the Respective
Bridge Decks only.
2 12+660 12+920 0+260
3 28+900 29+140 0+240
4 40+180 40+960 0+780

5 PAVEMENT DESIGN
5.1 Pavement design shall be carried out in accordance with Section 5 of the Manual.
5.2 Type of Pavement
Flexible pavement shall be provided on main carriageway for complete project stretch
and at toll plaza locations, bus bays and truck lay byes.
Slip Roads:
The pavement design shall be done with Flexible Pavement.
Service roads:
Pavement shall be designed with Flexible Pavement.
5.3 Design requirements
Pavement design shall be as per paragraph 5.4 and 5.10 of the relevant Manual.
5.3.1 Design Period and strategy
Flexible pavement for new pavement or for widening and strengthening of the existing
pavement shall be designed for a minimum design period of 15 years. Stage
construction shall not be permitted.
5.3.2 Design Traffic
Notwithstanding anything to the contrary contained in this agreement or the Manual , the
contractor shall design the pavement for 59 MSA.
5.4 Reconstruction of stretches
The following stretches of the existing road shall be reconstructed. These shall be
designed as new pavement.
6 ROADSIDE DRAINAGE
Drainage system including surface and subsurface drains for the Project Highway shall
be provided as per section 6 of the Manual and as per cross section schedule provided
as Appendix - B1 to this schedule.
An effective drainage system for bridge decks shall be provided as specified in
paragraph 7.20 of the Manual.
RCC covered drain should be provided in following locations.
Sr.
No.
Design Chainage (Km)
Length (km) Side (LHS/RHS/Both side)
From To
1 0+000 0+800 0+800 Both side of Road

2 15+750 16+000 0+250 Both side of Road
3 24+700 27+700 3+000 Both side of Road
4 29+175 30+000 0+825 Both side of Road
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 Four lane Manual (IRC:SP:84-2014) and as detailed below.
7.1.2 The width of carriageway of new structures shall be as per provisions of the Manual
7.1.3 Provision of footpath on all structures shall be governed by the provisions of Manual.
7.1.4 All Bridges shall be high-level bridges
7.1.5 Utility services to be carried over the structures.
The following structures shall be designed to carry utility service specified in the table
below:
S. No Bridge at Km Utility service to be carried Remarks
As per Site condition and locations identified in consultation with Authority Engineer
during execution of the project highway.
7.1.6 Cross-section of the new culverts and bridges at deck level for the Project Highway shall
conform to the typical cross-sections given in Section 7 of the Manual.
7.2 Culverts
7.2.1 Overall width of all culverts shall be equal to the roadway width of the approaches.
7.2.2 Reconstruction of Existing Culverts:
The existing culverts at the following locations shall be re-constructed as new culverts
Sl. No
Culvert Location/ Design
Chainage
(In km)
Span / Opening
(In m)
Remarks
Nil
7.2.3 Retaining / widening of existing culverts
All existing culverts which are not to be reconstructed shall be widened to the roadway
width of the Project Highway as per the typical cross section given in Section 7 of the
Manual. Repairs and strengthening of existing structures where required shall be carried

out.
S.
No.
Culvert
Location/Design
Chainage (In
Km)
Details of Existing Culverts
Repairs to be carried out
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance
(m)
NIL
7.2.4 New Culverts shall be constructed as per the details given in the table below.
Sl. No
Culvert
Location/
Design
Chainage (In
Km)
Details of Culverts
Side
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance (m)
1 2+573 Pipe 1 1.2m dia. LHS
2 2+573 Pipe 1 1.2m dia. RHS
3 3+038 Pipe 1 1.2m dia. LHS
4 3+038 Pipe 1 1.2m dia. RHS
5 3+251 Box 1 1x3x3 LHS
6 3+251 Box 1 1x3x3 RHS
7 3+355 Pipe 1 1.2 m Dia RHS
8 3+460 Pipe 1 1.2 m Dia RHS
9 3+936 Pipe 1 1.2 m Dia RHS
10 4+274 Box 1 1x3x3 LHS
11 4+274 Box 1 1x3x3 RHS
12 4+725 Box 1 1x3x3 RHS
13 4+805 Pipe 1 1.2 m Dia LHS
14 4+805 Pipe 1 1.2 m Dia RHS
15 5+447 Box 1 1x3x3 LHS
16 5+447 Box 1 1x3x3 RHS
17 6+017 Box 1 1x3x3 LHS
18 6+017 Box 1 1x3x3 RHS

Sl. No
Culvert
Location/
Design
Chainage (In
Km)
Details of Culverts
Side
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance (m)
19 6+230 Box 1 1x3x3 LHS
20 6+230 Box 1 1x3x3 RHS
21 6+521 Box 1 1x3x3 LHS
22 6+521 Box 1 1x3x3 RHS
23 7+024 Box 1 1x3x3 LHS
24 7+024 Box 1 1x3x3 RHS
25 7+608 Box 1 1x3x3 LHS
26 7+608 Box 1 1x3x3 RHS
27 7+773 Box 1 1x3x3 LHS
28 7+773 Box 1 1x3x3 RHS
29 8+189 Box 1 1x3x3 LHS
30 8+189 Box 1 1x3x3 RHS
31 8+346 Box 1 1x5x5 LHS
32 8+346 Box 1 1x5x5 RHS
33 8+800 Pipe 1 1.2 m Dia LHS
34 8+800 Pipe 1 1.2 m Dia RHS
35 9+228 Box 1 1x5x5 LHS
36 9+228 Box 1 1x5x5 RHS
37 9+572 Box 1 1x3x3 LHS
38 9+572 Box 1 1x3x3 RHS

Sl. No
Culvert
Location/
Design
Chainage (In
Km)
Details of Culverts
Side
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance (m)
39 9+824 Box 1 1x3x3 LHS
040 9+824 Box 1 1x3x3 RHS
41 9+926 Box 1 1x3x3 LHS
42 9+926 Box 1 1x3x3 RHS
43 10+005 Box 1 1x3x3 LHS
44 10+005 Box 1 1x3x3 RHS
45 10+091 Box 1 1x3x3 LHS
46 10+091 Box 1 1x3x3 RHS
47 10+166 Box 1 1x5x5 LHS
48 10+166 Box 1 1x5x5 RHS
49 10+790 Box 1 1x3x3 LHS
50 10+790 Box 1 1x3x3 RHS
51 11+815 Box 1 1x3x3 LHS
52 11+815 Box 1 1x3x3 RHS
53 11+880 Box 1 1x3x3 LHS
54 11+880 Box 1 1x3x3 RHS
55 12+054 Box 1 1x3x3 LHS
56 12+054 Box 1 1x3x3 RHS
57 13+194 Box 1 1x3x3 LHS
58 13+194 Box 1 1x3x3 RHS

Sl. No
Culvert
Location/
Design
Chainage (In
Km)
Details of Culverts
Side
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance (m)
59 13+410 Box 1 1x3x3 LHS
60 13+410 Box 1 1x3x3 RHS
61 13+597 Box 1 1x3x3 LHS
62 13+597 Box 1 1x3x3 RHS
63 13+974 Box 1 1x3x3 LHS
64 13+974 Box 1 1x3x3 RHS
65 14+440 Box 1 1x3x3 RHS
66 14+720 Box 1 1x3x3 LHS
67 14+720 Box 1 1x3x3 RHS
68 14+967 Box 1 1x5x5 LHS
69 14+967 Box 1 1x5x5 RHS
70 15+199 Box 1 1x3x3 LHS
71 15+199 Box 1 1x3x3 RHS
72 16+273 Box 1 1x3x3 LHS
73 16+273 Box 1 1x3x3 RHS
74 16+601 Box 1 1x3x3 LHS
75 16+601 Box 1 1x3x3 RHS
76 16+992 Box 1 1x5x3 LHS
77 16+992 Box 1 1x5x3 RHS
78 17+478 Box 1 1x3x3 LHS
79 17+478 Box 1 1x3x3 RHS
80 18+787 Box 1 1x3x3 LHS
81 18+787 Box 1 1x3x3 RHS
82 21+410 Box 1 1x3x3 LHS
83 21+410 Box 1 1x3x3 RHS
84 22+032 Pipe 1 1.2 m Dia LHS
85 22+032 Pipe 1 1.2 m Dia RHS
86 23+577 Box 1 1x3x3 LHS
87 23+577 Box 1 1x3x3 RHS

Sl. No
Culvert
Location/
Design
Chainage (In
Km)
Details of Culverts
Side
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance (m)
88 23+992 Box 1 1x3x3 LHS
89 23+992 Box 1 1x3x3 RHS
90 24+210 Box 1 1x3x3 LHS
91 24+210 Box 1 1x3x3 RHS
92 24+815 Box 1 1x3x3 LHS
93 24+815 Box 1 1x3x3 RHS
94 25+642 Box 1 1x3x3 LHS
95 25+642 Box 1 1x3x3 RHS
96 26+525 Box 1 1x3x3 LHS
97 26+525 Box 1 1x3x3 RHS
98 29+510 Pipe 1 1.2 m Dia LHS
99 29+510 Pipe 1 1.2 m Dia RHS
100 30+187 Pipe 1 1.2 m Dia LHS
101 30+187 Pipe 1 1.2 m Dia RHS
102 31+010 Box 1 1x3x3 LHS
103 31+010 Box 1 1x3x3 RHS
104 31+780 Box 1 1x3x3 LHS
105 31+780 Box 1 1x3x3 RHS
106 32+490 Box 1 1x3x3 LHS
107 32+490 Box 1 1x3x3 RHS
108 34+360 Box 1 1x3x3 LHS
109 34+360 Box 1 1x3x3 RHS
110 35+090 Box 1 1x3x3 LHS
111 35+090 Box 1 1x3x3 RHS
112 35+372 Box 1 1x3x3 LHS
113 35+372 Box 1 1x3x3 RHS

Sl. No
Culvert
Location/
Design
Chainage (In
Km)
Details of Culverts
Side
Type of
Culvert
No. of
Spans
Span length x
Vertical
Clearance (m)
114 36+170 Box 1 1x3x3 LHS
115 36+170 Box 1 1x3x3 RHS
116 38+190 Box 1 1x3x3 LHS
117 38+190 Box 1 1x3x3 RHS
118 38+540 Box 1 1x3x3 LHS
119 38+540 Box 1 1x3x3 RHS
120 38+772 Box 1 1x3x3 LHS
121 38+772 Box 1 1x3x3 RHS
122 39+990 Box 1 1x7x6 LHS
123 39+990 Box 1 1x7x6 RHS
124 40+160 Box 1 1x3x3 LHS
125 40+160 Box 1 1x3x3 RHS
126 40+420 Box 1 1x3x3 LHS
127 40+420 Box 1 1x3x3 RHS

7.2.5 Repairs/replacements of railing/parapets, flooring and protection works of the existing
culverts shall be undertaken as follows:
S. No Location Type of Repair required
Locations as mentioned in Para 7.2.3, above. All necessary repairs as per Manual.
7.2.6 Floor protection works shall be as specified in the relevant IRC Codes and
Specifications.
7.3 Bridges
7.3.1 Existing bridges to be reconstructed/widened
(i) The existing bridges at the following locations shall be re-constructed as new
Structures:
S.
No
Bridge
Location
Adequacy or otherwise of
existing water way, vertical
clearance etc.,
Remarks
Nil
(ii) The following narrow bridges shall be widened:
S.
No.
Name of
Bridge
Design
chainage
Existi
ng
Width
(m)
Span
arrangement
Details of
widening
(m)
Cross-section
at deck level -
Proposed
Total deck
Width (m)
Nil
7.3.2 Remaining Work of Bridges to be completed
New Bridges at the following locations on the project highway shall be constructed:
A. Major Bridges
Sl.
No.
Design Chainage
(km)
Total Length / No. of
Spans with Span Length
(m)
Side (LHS/RHS/Both side)
1 1+035 3 x 20.25 = 60.75m LHS
2 1+035 3 x 20.25 = 60.75m RHS
3 12+825 3 x 20.25= 60.75m LHS

Sl.
No.
Design Chainage
(km)
(m)
Side (LHS/RHS/Both side)
4 12+825 3 x 20.25= 60.75m RHS
5 28+993 4 x 20.25= 81.00m LHS
B. Minor Bridges.
Sl.
No.
Design Chainage
(km)
(m)
Side (LHS/RHS/Both
side)
1 15+409 2 x 20.25= 40.5m LHS
2 40+700 2 x 20.25= 40.5m LHS
3 40+700 2 x 20.25= 40.5m RHS
7.3.3 The railings of existing bridges shall be replaced by crash barriers at the following
locations:
S. No. Location at Km Remarks
As mentioned in Table below 7.3.4
7.3.4 Repairs/rehabilitation of existing bridges shall be undertaken as follows:
(i) Rehabilitation/Repair of existing Major Bridges
Sl. No. Location (km) Remarks
Nil

(ii) Rehabilitation/Repair of existing Minor Bridges
S.
No.
Design
Chainage
Side
(LHS/RHS/Both
Side)
Details of Repair and rehabilitation
1 15+409 RHS Repair &rehabilitation wherever required.
7.3.5 Drainage system for bridge decks
An effective drainage system for bridge decks shall be provided as specified in the para
7.20 of Manual.
7.3.6 Structures in marine environment
NIL
7.4. Rail-road bridges
7.4.1 Design, construction and detailing of ROB/RUB shall be as specified in the Manual.
7.4.2 Road over-bridges
Road over-bridges (road over rail) shall be provided at the following level crossings, as
per GAD drawings attached:
Sl. No. Location of Level crossing
(Chainage Km)
Length of bridge
(m)
Nil
7.4.3 Road under-bridges
Road under-bridges (road under railway line) shall be provided at the following level
crossings, as per GAD drawings attached:
Sl. No. Location of Level crossing Number and Length of
Span
(Chainage km) (m)
NIL
7.5 Grade separated structures
The grade separated structures shall be provided at the locations and of the type and
length specified in paragraphs 3 of this Annex-I.
7.6 Repairs and strengthening of bridges and structures

The existing bridges and structures to be repaired / strengthened, and the nature and
extent of repairs /strengthening required are given below:
A Bridges
Rehabilitation/Repair of existing Major bridges
S. No.
Location
of Bridge
Nature and extent of repairs/strengthening to be
carried out
As per details provided in clause 7.3.4
B ROB/RUB
Sl.
No
Road Location of
ROB
(Km)
Nature and extent of repairs /strengthening to
be carried out
Nil
C. Overpasses/Underpasses and other structures
Sl. No Location of
Overpass /
Underpass
(Km)
Nature and extent of repairs
/strengthening to be carried out
NIL
7.7 List of Major Bridges and Structures
The following is the list of the Major Bridges and Flyovers & ROB’s:
Sl.
No.
Design Chainage
(km)
(m)
Side
(LHS/RHS/Both
side)
1 1+035 3 x 20.25 = 60.75m LHS
2 1+035 3 x 20.25 = 60.75m RHS
3 12+825 3 x 20.25= 60.75m LHS
4 12+825 3 x 20.25= 60.75m RHS
5 28+993 4 x 20.25= 81.00m LHS
8 TRAFFIC CONTROL DEVICES AND ROAD SAFETY WORKS

8.1 Traffic control devices and road safety works shall be provided in accordance with
relevant Section 9 of the Manuals.
a) Traffic Signs:
Traffic signs include roadside signs, overhead signs and curb mounted signs along
the entire Project Highway.
b) Pavement Marking:
Pavement markings shall cover road marking for the entire Project Highway.
a) Safety Barrier:
Provide W-beam crash barrier along the project highway at the locations as
suggested in Manual.
8.2 Specifications of the reflective sheeting.
Retro reflective sheeting should be of high intensity grade with encapsulated lens or with
micro prismatic retro reflective element in accordance with ASTM Standard D
4956 - 04.
9 ROADSIDE FURNITURE
Roadside furniture shall be provided in accordance with the provisions of Section 9 of
the Manual.
a) Road Boundary Stone: for the entire Project Highway.
b) Pedestrian Guard Rail:
The pedestrian facilities shall include the provision of the;
• Pedestrian guardrail: Provide pedestrian guardrail at each bus stop location.
• Pedestrian Crossings: Provide pedestrian crossing facilities on service roads.
c) Overhead traffic signs: location and size
S. No.
(In Km)
1 0+000
2 15+825
3 30+400
4 30+900
5 36+585
6 41+085

7 41+279
Note: The exact location of Signs and size shall be finalized as per provisions in Manual
and as per site conditions.
Details of Variable Message Signs
Sl.
No.
Design
Chainage
Number of Signs Comments
Nil
Note: The exact location of Signs and size shall be finalized as per provisions in Manual
and as per site conditions.
d) Delineators: Delineators for the entire Project Highway at the locations as suggested in
Schedule D.
10 COMPULSORY AFFORESTATION
The number of trees which are required to be planted by the Concessionaire as
compensatory afforestation should be as per Forest Conservation Act, twice times the
number of trees cut.
11 HAZARDOUS LOCATIONS
(i) The safety barriers shall also be provided at high embankment and at sharp curve as
per Manual.
(i) Entry and Exit Ramps:
Entry and Exit ramps for entering into or existing from the project highways shall be
provided at given below locations as per plan and profile drawing.
Sl. No.
Location/
Design
Chainage
(In Km)
Side
LHS/RHS/Both side
Remarks
Nil
(ii) Retaining Structures:
A. RCC Retaining wall shall be provided at given below locations.
a. RCC Retaining wall of 2 m average height. In addition to below mentioned work
retaining wall shall be provided as per requirement of site condition.
S. No.
( In Km)
Length (In
m)
Remarks

From To
1 32+400 33+050 650 Both Side
2 35+100 35+450 350 Both Side
B. Reinforced Earth (RE) Wall shall be provided at given below approaches to grade
separated structure locations.
Sl. No.
Location/Design
Chainage (In km) Length
(In m)
Viaduct
Length
(In m)
RE wall
applicable
length including
both side ( In m)
Remarks
From To
1 17+820 18+880 1060 12 1048
Cattle
Underpass
Approach
2 19+820 20+520 700 12 688
Cattle
Underpass
Approach
3 21+811 22+202 391 12 379
Cattle
Underpass
Approach
4 33+870 34+370 500 12 488
VUP
Approach
5 34+500 35+000 500 12 488
VUP
Approach
Total 3091
(iii) Side slope shall be protected by using suitable slope protection measures like pitching
works as given below but not limited to the given below locations.
S.
No.
Design Chainage
(km) Length
(m)
Stone Pitching
applicable length
including both
side
m)
Remarks
From To
1 1+060 1+160 100 200 Bridge Approach
2 12+700 12+800 100 200 Bridge Approach
3 28+880 28+980 100 200 Bridge Approach
4 40+580 40+680 100 200 Bridge Approach
12 SPECIAL REQUIREMENTS FOR HILL ROADS
The project road is passing through plain/rolling terrain therefore special requirement for
hill roads shall not be required.

13 CHANGE OF SCOPE
The length of Structures and bridges specified here in above shall be treated as an
approximate assessment. The actual lengths as required on the basis of detailed
investigations shall be determined by the Contractor in accordance with the
Specifications and Standards. Any variations in the lengths specified in this Schedule-B
shall not constitute a Change of Scope, save and except any variations in the length
arising out of a Change of Scope expressly undertaken in accordance with the
provisions of Article 13.

Appendix B-I
Applicable Stretches of Typical Cross-Sections
Sr. No.
Chainage (Km)
Length (m) Type
From To
1 0+000 0+800 800
Type B (Fig. 2.6 of
Manual)
2 0+800 3+980 3180
Type A-3 (Fig. 2.4 of
Manual)
3 3+980 4+200 220
Manual)
4 4+200 4+640 440
Manual)
5 4+640 4+880 240
Manual)
6 4+880 5+300 420
Manual)
7 5+300 5+550 250
Manual)
8 5+550 5+680 130
Manual)
9 5+680 5+900 220
Manual)
10 5+900 6+860 960
Manual)
11 6+860 7+180 320
Manual)
12 7+180 8+760 1580
Manual)
13 8+760 9+070 310
Manual)
14 9+070 10+680 1610
Manual)
15 10+680 10+850 170
Manual)
16 10+850 11+100 250
Manual)
17 11+100 11+350 250
Manual)
18 11+350 13+200 1850
Manual)
19 13+200 14+200 1000
Manual)
20 14+200 14+680 480
Manual)
21 14+680 14+880 200
Manual)
22 14+880 15+420 540
Manual)

Sr. No.
Chainage (Km)
Length (m) Type
From To
23 15+420 15+600 180
Manual)
24 15+600 15+750 150
Manual)
25 15+750 16+000 250
Type B (Fig. 2.6 of
Manual)
26 16+000 16+400 400
Manual)
27 16+400 16+480 080
Manual)
28 16+480 16+760 280
Manual)
29 16+760 16+880 120
Manual)
30 16+880 17+500 620
Manual)
31 17+500 17+800 300
Manual)
32 17+800 18+040 240
Manual)
33 18+040 18+200 160
Manual)
34 18+200 19+550 1350
Manual)
35 19+550 20+300 750
Manual)
36 20+300 20+450 150
Manual)
37 20+450 20+530 80
Manual)
38 20+530 20+620 090
Manual)
39 20+620 20+850 230
Manual)
40 20+850 24+200 3350
Manual)
41 24+200 24+700 500
Manual)
42 24+700 27+700 3000
Type B (Fig. 2.6 of
Manual)
43 27+700 29+175 1475
Manual)
44 29+175 30+000 825
Type B (Fig. 2.6 of
Manual)
45 30+000 30+220 220
Manual)
46 30+220 30+550 330 Toll plaza
47 30+550 30+900 350 Type A-3 (Fig. 2.4 of

Sr. No.
Chainage (Km)
Length (m) Type
From To
Manual)
48 30+900 41+279 10379
Manual)
Total Length 41279
Note: Median Drains shall be provided in the super elevated stretches as per Clause 6.3.2 of
the Manual.

SCHEDULE - C
(See Clause 2.1)
PROJECT FACILITIES
1 Project Facilities
The Contractor shall construct the Project Facilities in accordance with the
provisions of this Agreement. Such Project Facilities shall include:
a) Toll Plazas
b) Roadside Furniture
c) Street Lighting -
d) Pedestrian Facilities
e) Landscaping And Tree Plantation;
f) Rest Areas;
g) Truck Lay-Bys
h) Bus-Bays And Bus Shelters
i) Cattle Crossings
j) Development Of Site For Wayside Amenities;}
k) Traffic Aid Posts;}
l) Medical Aid Posts;}
m) Vehicle Rescue Posts;}
n) Telecom System;}
o) Highway Traffic Management System;}
2 Description of Project Facilities
Each of the Project Facilities is described below showing:

(a) Toll Plaza
Toll plaza shall be designed as per the guidelines of the manual and it is provided at
following locations:-
S.No. Toll Plaza location (Design chainage in Km)
1 Toll plaza at Km 30+400
(b) Road side Furniture
The roadside furniture shall include the provision of the;
i. Traffic Signs
Traffic signs include roadside signs, overhead signs, curb mounted signs etc provided
for the entire Project Highway as per Manual.
ii. Pavement Markings
Pavement markings shall cover road marking provided for the entire Project Highway
as per Manual.
iii. LED Traffic Blinkers
LED Traffic Blinker signal provided for entire project as per Manual.
iv. Crash barrier
Provide W-beam crash barrier along the project highway at the locations as given
below.
S. No.
( In Km) Length
( In m)
Side
Total
Length (m)
From To
1 0+940 1+160 220 Both 440
2 6+500 6+540 40 Both 80
3 9+460 9+700 240 Both 480
4 10+160 10+260 100 Both 200
5 12+660 12+920 260 Both 520
7 18+240 18+280 40 Both 80
8 19+060 19+100 40 Both 80
9 28+800 28+840 40 Both 80
10 28+900 29+140 240 Both 480
12 30+960 31+040 80 Both 160
13 31+420 31+920 500 Both 1000
14 32+080 33+080 1000 Both 2000
15 34+120 34+480 360 Both 720
16 35+040 35+660 620 Both 1240

S. No.
( In Km) Length
( In m)
Side
Total
Length (m)
From To
17 36+080 36+220 140 Both 280
18 36+660 36+760 100 Both 200
19 38+080 38+300 220 Both 440
20 38+540 38+560 20 Both 40
21 38+680 38+880 200 Both 400
22 38+920 38+940 20 Both 40
23 39+720 40+100 380 Both 760
24 40+180 40+960 780 Both 1560
Total= 5700 11400
Crash Barrier location in Service Road Location
Sl. No.
Design Chainage (Km)
Length
From To
1 0+000 0+800 1600
2 15+750 16+000 500
3 24+700 27+700 6000
4 29+175 30+000 1650
Total 9750
v. Delineators
Delineators for the entire Project Highway at the locations as suggested in IRC
Manual.
vi. Boundary stones
For the entire Project Highway as suggested in relevant IRC Manual.
vii. Hectometer / Kilometer stones
For the entire Project Highway as suggested in relevant IRC Manual.
(c) Street Lighting
Lighting shall be provided at the following locations:
i. Lighting shall be provided at approach to bridges, Built up areas, Toll plaza,
Bus stops, truck Lay-bys, and as per manual recommended in Schedule D.
ii. High Mast Lighting shall be provided at all Major Junctions, Toll plaza
locations,

(d) Pedestrian Facilities
The pedestrian facilities shall include the provision of the;
i. Pedestrian guardrail: Provide pedestrian guardrail at each bus stop location.
ii. Pedestrian Crossings: Provide pedestrian crossing facilities on service roads and
other locations as recommended in Schedule D.
(e) Landscaping and Tree Plantation
Landscaping and Tree plantation shall be provided. The location for these provisions
shall be finalized in consultation with Independent Engineer.
(f) Rest Areas,
Rest areas shall be provided at truck lay byes locations.
(g) Truck Lay-byes
Truck lay byes shall be provided at the following locations for a capacity of minimum
50 trucks at each location.
(h) Bus lay byes including Bus Shelters
Bus Lay byes including Bus Shelters shall be provided at locations given below:
Sr. No.
Design
Chainage (km)
Side
Locations/ Built-up Area
Name
1 2+750 Both Karso
2 13+750 Both Surjpura Town
3 22+000 Both Ghat Station
4 27+000 Both
Ichak Mor, Bariyata, Bongia
Chak
5 29+500 Both Nagwa
6 31+150 Both Hazaribagh Bypass
7 37+000 Both NH-100 Crossing
(i) Development of site for wayside amenities
Development of site for wayside amenities shall be provided.
S. No. Design Chainage (Km)
1 10+000
2 36+000

(j) Traffic Aid Posts
Traffic Aid Post shall be constructed at the Toll Plaza.
(k) Medical Aid Posts
Medical Aid Posts shall be provided.
(l) Vehicle Rescue Posts
Vehicle Rescue Posts shall be provided.
(m) Telecom System
Telecom system shall be provided as per Manual.
(n) Highway Traffic Management System (HTMS)
Highway Traffic Management System shall be provided.

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

National Highways Authority of India Request for Proposal – Bid Document
Volume - III Schedules
Jharkhand
Annex - I
(Schedule-D)
Specifications and Standards for Construction
1 Specifications and Standards
All Materials, works and construction operations shall conform to the Manual of
Specifications and Standards for Four-Laning of Highways (IRC:SP:84-2014), referred
to as the Manual, and MORTH Specifications for Road and Bridge Works where the
specification for a work is not given, Good Industry Practice shall be adopted to the
satisfaction of the Authority’s Engineer.
2 Deviations from the Specifications and Standards
2.1 The terms “Concessionaire”, “Independent Engineer” and “Concession Agreement” used
in the Manual shall be deemed to be substituted by the terms “Contractor”, “Authority’s
Engineer” and “Agreement” respectively.
2.2 Notwithstanding anything to the contrary contained in Paragraph 1 above, the
following Specifications and Standards shall apply to the Project Highway, and for
purposes of this Agreement, the aforesaid Specifications and Standards shall be deemed
to be amended to the extent as set forth below:-
Clause
Referred
in Manual
Item Provision as
per Manual
Modified Provision Remark
2.5 Median
Fig 2.50 of the
IRC:SP:84-2014
Width of median is 4.50
m
2.5.6 Median
Fig 2.6 of the
IRC:SP:84-2014
Width of the median is 2
m
7.3 (ii)
Width of
Structures (
new
bridges)
Fig 7.2 A of the
IRC:SP:84-2014
(Width 12.5 m)
Fig 7.2 A of the
IRC:SP:84-2009 (Width
12 m)

Jharkhand
SCHEDULE - H
(See Clauses10.1.4 and 19.3)
Contract Price Weightages
1.1 The Contract Price for this Agreement is Rs .******
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
Major Bridges/
Structures (but
excluding service
roads)
45.82%
A- Widening and strengthening of
existing road
(1) Earthwork up to top of the sub-
grade
8.75%
(2) Granular work (sub-base, base,
shoulders)
12.26%
(3) Bituminous work
(a) Dense bituminous macadam
works
19.08%
(b) Bituminous concrete works 12.30%
(4) Widening and/or repair of
culverts & minor bridges
B-New 4-lane realignment/bypass
(1) Earthwork up to top of the sub-
grade
10.38%
(2) Granular work (sub-base, base,
shoulders) 7.60%
(3) Bituminous work 11.17%
C- Reconstruction of existing/New
culverts, minor bridges,
underpasses, overpasses on
existing road,
realignments,bypasses:
(1) Culverts 12.94%
(2) Minor bridges 1.30%
(3) Underpass 4.22%
Major Bridge
works and
ROB/RUB
2.02%
A-New Construction
/Reconstruction/ R&R of Major
Bridges
(1) Foundation 40%
(2) Sub-structure 20%

Jharkhand
Item
Weightage in percentage
to the Contract Price
Stage for Payment
Percentage
weightage
1 2 3 4
(3) Super-structure (including crash
barriers etc. complete) 40%
B- New
Construction/Reconstruction/R&R
of ROB/RUB
(1) Foundation
(2) Sub-structure
(3) Super-structure (including crash
barriers etc. complete)
Structure
(Reinforced Earth
Walls)
10.03%
(1) Foundation
(2) Sub-structure
(3) Super-structure
(4) Reinforced Earth Walls
100%
Other Works 42.13%
(i) Service Road 5.89%
(ii) Road side drains 7.04%
(iii) Road signs, markings, km
stones, safety devices like transverse
rumble strip, pedestrian guard rail,
overhead traffic signs etc. 13.18%
(iv) Project facilities
a) Bus bays 3.95%
b) Toll Plaza 7.33%
c) Truck Laybye 0.47%
(v) Protection Works like pitching,
chute and crash barrier 7.31%
(vi) Junctions and island
improvement 5.75%
(vii) Maintenance of road during
construction 2.01%
(vii) Miscellaneous like Water
harvesting ,Landscaping
Electrification of Urban area,
Median Opening bye etc 47.07%
*The above list is illustrative and may require modification as per scope of work.

Jharkhand
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
8.75%
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/20
(twenty) percent on one half width. #
(2) Granular work (sub-base,
base, shoulders)
12.26%
(3) Bituminous work
(a) Dense bituminous
macadam works
19.08%
completion of a stage in a length of not less than
10 (ten) percent of the total length.
(b) Bituminous concrete
works
12.30%
10 (ten) percent of the total length.
(4) Widening and/or repair of
culverts & minor bridges
Cost of 2 completed culverts/1 completed
bridge shall be determined pro rata with
respect to the total number of culverts/bridges.
Payment shall be made on the completion of 2
culverts/1 bridge.
B- New 4-lane realignment/bypass
(1) Earthwork up to top of the
sub-grade
10.38%
10 (ten) percent of the total length/20 (twenty)
percent on one half width. #
(2) Granular work (sub-base,
base, shoulders)
7.60%
(3) Bituminous work 11.17%
10 (ten) percent of the total length. #
C-New Construction/Reconstruction of culverts, minor bridges, underpasses, overpasses
on existing road, realignments, bypasses:
(1) Culverts 12.94%
Cost of each culvert shall be determined on pro
rata basis with respect to the total number of
culverts. Payment shall be made on completion

Jharkhand
Stage of Payment
Percentage -
weightage
Payment Procedure
of superstructure of ten culverts.
(2)Minor bridges and
underpass
1.30%
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 superstructure of a
minor bridge
(3) underpass 4.22%
Cost of each underpass shall be determined on
pro rata basis with respect to the total number of
underpasses.
# 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:
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
Percentage -
Weightage
Payment Procedure
A- New Construction/reconstruction /R&R of Major Bridges
Foundation: On completion of the
foundation work including foundations for
wing and return walls 40% 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
20%
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. 40%
B- New Construction/Reconstruction/R&R of ROB/RUB
(1) Foundation: On completion of the
foundation work including foundations for
wing and return walls
Cost of each Major Bridge shall be
determined on pro rata basis with
respect to the total linear length (m) of

Jharkhand
Stage of Payment
Percentage -
Weightage
Payment Procedure
(2) Sub-structure: On completion of
abutments, piers up to the abutment/pier cap
the Major Bridges. Payment shall be
made on completion of each stage of a
Major Bridge as per the weightage
given in this table
(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
1.3.3 Structures : (Reinforced Earth wall)
Procedure for estimating the value of Structures (grade separators & Reinforced Earth Walls) works done shall be as
stated in table 1.3.3:
Table 1.3.3
Stage of Payment Weightage Payment Procedure
Reinforced Earth Walls
100%
Payment shall be made on pro rata
basis on completion of 10 (ten)
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
Percentage –
Weightage
Payment Procedure
(i) Service Road 5.89%
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) Road side drains
7.04%
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.
(iii) Road signs,
markings, km stones,
safety devices like
transverse rumble strip,
pedestrian guard rail,
overhead traffic signs
etc. 13.18%
(iv) Project facilities

Jharkhand
Stage of Payment
Percentage -
Weightage
Payment Procedure
a) Bus bays 3.95% Payment shall be made on pro rata basis for completed
facilities.
b) Toll Plaza 7.33%
c) Truck Lay bye 0.47% .
(v) Protection Work like
pitching, chutes, crash
barrier etc. 7.31%
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
(vi)Junctions and island
improvement
5.75%
Unit of measurement is each completed Junction/
Intersections. Payment of each Junction/Intersections shall
be made on pro rata basis with respect to the total number of
Junctions/Intersections.
(vii) Maintenance of road
during construction 2.01%
Payment shall be made on prorate basis every six months.
(viii) Miscellaneous like
Water harvesting,
Landscaping Electrification
of Urban area, Median
Opening etc 47.07%
Payment shall be made on pro rata basis for completed
facilities.
*The above list is illustrative and may require modification as per scope of work.
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 installments in accordance with the
provisions of Clause 19.7.

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