Abstract of Quantity for Reconstruction of Box Culver

Description Unit Quantity Rate

Item No. (Rs.)
Earth work in excavation of foundation of
12.1 structures

as per drawing and technical specification,

including setting out, construction of shoring
and bracing, removal of stumps and other
deleterious matter, dressing of sides and
bottom and backfilling with approved
material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m Cum 55621 46.7
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m Cum 34181 58.5

Plain/Reinforced Cement Concrete in

12.8 Open

Foundation complete as per Drawing and

Technical
Specifications.
A PCC Grade M15 Cum 4174 5208
B PCC Grade M20 Cum 28755 5835
G RCC Grade M30 Cum 2148 6389.7

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing
and Technical Specifications

B PCC Grade M20

(p) Height upto 5m Cum 6948 6171.7
G RCC Grade M30
(p) Height upto 5m Cum 3858 6791

Supplying, Fitting and Placing un-coated HYSD

bar Reinforcement in Foundation complete
12.4 as per Drawing and Technical
Specifications.
 MT 833 60943.2
Supplying, fitting and placing HYSD
bar reinforcement in sub-structure
13.6 complete as per drawing and Technical
Specifications

MT 268 61086.7
Furnishing and Placing Reinforced/
Prestressed cement concrete in super-
14.1 structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Cum 2148 7420.7

Supplying, fitting and placing HYSD

bar reinforcement in super-structure
14.2 complete as per drawing and technical
specifications

MT 322 62393.2

Providing weep holes in Brick

masonry/Plain/Reinforced concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the full
width of the structure with slope of 1V :20H
13.8 towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 9810 156.1

Back filling behind abutment, wing wall and
13.9 return wall complete as per drawing
and Technical Specification

A Granular Material
Cum 19847 1096.6
 Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to a
thickness of not less than 600 mm with
smaller size towards the soil and bigger size
towards the wall and provided over the entire
13.10 surface behind abutment, wing wall and
return wall to the full height compacted to a
firm condition complete as per drawing and
Technical Specification.

Cum 4588 2859

(ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
14.18 complete as per drawing & Technical
Specification

. Rmt 2606 136.7

PCC M15 Grade leveling course below

14.1 approach slab complete as per drawing
and Technical specification

Cum 4725 5008

Reinforced cement concrete approach

slabincluding reinforcement and formwork
14.11 complete as per drawing and Technical
specification

Cum 9450 6297.1

 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic
cooker and laid to required level and slope
after cleaning the surface, including
providing antiskid surface with bitumen
precoated fine grained hard stone chipping of
9.5 mm nominal size at the rate of 0.005cum
per 10 sqm and at an approximate spacing of
14.5 10 cm center to center in both directions,
pressed into surface when the temperature of
surfaces not less than 100 deg. C, protruding
1 mm to 4 mm over mastic surface, all
complete as per clause 515.

Sqm 38688 261.9

Providing and laying bituminous concrete

with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes per
hour using crushed aggregates of specified
grading, premixed with bituminous binder @
5.4 to 5.6 per cent of mix and filler,
transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor
control to the required grade, level and
5.8 alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH
specification clause No. 509 complete
in all respects

Cum 1934 9086.2

Drainage Spouts complete as per drawing
14.9 and

Technical specification No. 1500 6346.2

 Providing and laying Pitching on slopes laid
over prepared filter media including boulder
apron laid dry in front of toe of embankment
15.4 complete as per drawing and Technical
specifications

A Stone / Boulder Cum 10709 1524.5

Providing and laying Filter material
underneath pitching in slopes complete as
15.5 per drawing and Technical specification

Cum 21418 2510.3

Provision of an Reinforced cement concrete
crash barrier at the edges of the road,
approaches to bridge structures and medians,
constructed with M-20 grade concrete with
HYSD reinforcement conforming to IRC:21 and
dowel bars 25 mm dia,450 mm long at
expansion joints filled with pre- moulded
asphalt filler board, keyed to the structure on
which it is built and installed as per design
given in the enclosure to MOST circular No.
8.22 RW/NH -33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved
drawing and at locations directed by the
Engineer, all as specified

Rmt 6448 3690.5

Flexible Apron :Construction of flexible apron
1 m thick comprising of loose stone boulders
15.11 weighing not less than 40 kg beyond curtain
wall.

Cum 821 1566.1

Providing and laying Flooring complete as
per drawing and Technical specifications
15.8 laid over cement concert bedding.

B Cement Concrete blocks Grade M15

Dismantling of Structures Cum 246 6996.3
 Dismantling of existing structures like
2.4 culverts,

bridges, retaining walls and other structure

comprising of masonry, cement concrete,
wood work, steel work, including T&P and
scaffolding wherever necessary, sorting the
dismantled material, disposal of
unserviceable material and stacking the
serviceable material with all lifts and lead of
1000 metres

LS 477 519.7
Total Amount (Rs.)
Total Amount (in Crore)
Culver
Amount (Rs.)

2,597,501.00

1,999,589.00

21,738,192.00
167,785,425.00
13,725,076.00

42,880,972.00

26,199,678.00
50,765,686.00

16,371,236.00

15,939,664.00

20,090,610.00

1,531,341.00

21,764,220.00
13,117,092.00

356,240.00

23,662,800.00

59,507,595.00
10,132,387.00

17,572,711.00

9,519,300.00
16,325,871.00

53,765,605.00

23,796,344.00

1,285,768.00

1,721,090.00
247,897.00
634,399,890.00
63.439989
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 1 to 1m
Unit No. Length
Item No. Description (m)

Earth work in excavation of foundation of structures

as per drawing and technical specification,
including setting out, construction of shoring
12.1
and bracing, removal of stumps and other
deleterious matter, dressing of sides and bottom
and backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.4
For Box Cum 1 1.4
For Return Cum 4 2.04
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.04
For Cutoff Wall Cum 1 13.4
For Box Cum 1 1.4
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and Technical
Specifications.
A PCC Grade M15
Below foundation
For Cutoff Wall Cum 1 13.4
For Box Cum 1 1.4
For Return Cum 4 2.04
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and Technical
Specifications.
B PCC Grade M20
Cutoff wall Cum 2 13.4
U/s & D/s Cum 2 13.4
U/s Cum 1 13.4
D/s Cum 1 13.4
D/s Cum 1 13.4
Return wall Foundation Cum 4 1.89
Cum 4 1.89
Cum 4 1.89
 Cum 4 1.89
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.4

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and Technical
Specifications
B PCC Grade M20
(p) Height upto 5m
Return wall Substructure Cum 4 1.89
Cum 4 1.89
Cum 4 1.89
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12
Lower haunch Cum 2 0.15
Upper haunch Cum 2 0.15
Kerb Over return wall Cum 4 1.89
Total
Supplying, Fitting and Placing un-coated HYSD bar
12.4 Reinforcement in Foundation complete as per
Drawing and Technical Specifications.
Reinforcement @ 5kg/sqm MT 270.65
Reinforcement @ 150kg/cum MT 3.36
Total

Supplying, fitting and placing HYSD bar

13.6 reinforcement in sub-structure complete as per
drawing and Technical Specifications
MT 54.28
Substructure Reinforcement @ 5kg/sqm
Total

Furnishing and Placing Reinforced/ Prestressed cement

14.1 concrete in super-structure as per drawing
and Technical Specification
C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.4

Supplying, fitting and placing HYSD bar MT 1 0.5

14.2 reinforcement in super-structure complete as
per drawing and technical specifications
 Nos. 4 1.89
Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/ return
wall with 100 mm dia AC pipe, extending through
13.8
the full width of the structure with slope of 1V :20H
towards drawing foce. Complete as per drawing and
Technical Specifications

Back filling behind abutment, wing wall and return

13.9 wall complete as per drawing and Technical
Specification
A Granular Material
Cum 4 1.89
Cum 2 1.89
Total Qty.

Providing and laying of Filter media with granular

materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than 600 mm
13.1 with smaller size towards the soil and bigger size
towards the wall and provided over the entire
surface behind abutment, wing wall and return wall
to the full height compacted to a firm condition
complete as per drawing and Technical Specification.

Cum 4 1.89
(ii) Providing & fixing 20 mm thick compressible
14.18 fibre board in expansion joint complete as per drawing
& Technical Specification.
Rmt 4 3.7
Rmt 0 12
Providing and laying of a strip seal expansion
joint catering to maximum horizontal movement upto
70 mm, complete as per approved drawings and
standard specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.

Cum 2 12
14.1 PCC M15 Grade leveling course below approach slab
complete as per drawing and Technical specification
Reinforced cement concrete approach slab including
14.11 reinforcement and formwork complete as per
drawing and Technical specification

Cum 2 12
 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade bitumen
meeting the requirements given in table 500-29,
prepared by using mastic cooker and laid to required
level and slope after cleaning the surface,
including providing antiskid surface with bitumen
14.5
precoated fine grained hard stone chipping of 9.5
mm nominal size at the rate of 0.005cum per
10 sqm and at an approximate spacing of 10 cm center
to center in both directions, pressed into surface
when the temperature of surfaces not less than 100
deg. C, protruding 1 mm to 4 mm over mastic
surface, all complete as per clause 515.

Sqm 1 8.4

Providing and laying bituminous concrete with 100-

120 TPH batch type hot mix plant producing an
average output of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent of mix and
5.8 filler, transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor control
to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers
to achieve the desired compaction as per MORTH
specification clause No. 509 complete in all respects

Cum 1 8.4
Drainage Spouts complete as per drawing
14.9
and
Technical specification No. 1

Providing and laying Pitching on slopes laid

over prepared filter media including boulder apron laid
15.4
dry in front of toe of embankment complete as per
drawing and Technical specifications
Cum 4 1.49
Providing and laying Filter material underneath
15.5 pitching in slopes complete as per drawing and
Technical specification
Cum 4 1.49
 Provision of an Reinforced cement concrete
crash barrier at the edges of the road, approaches to
bridge structures and medians, constructed with M-20
grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia, 450
8.22
mm long at expansion joints filled with pre-moulded
asphalt filler board, keyed to the structure on
which it is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June

Rmt 2 8.4
1994 as per dimensions in the approved drawing and at
locations directed by the Engineer, all as specified

Flexible Apron :Construction of flexible apron 1 m

15.11 thick comprising of loose stone boulders weighing
not less than 40 kg beyond curtain wall.
Cum 0 1.4

Providing and laying Flooring complete as per

15.8 drawing and Technical specifications laid over
cement concert bedding.
B Cement Concrete blocks Grade M15 Cum 0 1
1 m and height 1 to 1m
Depth (m) Total
Quantity No. of str.
Quantity

2 40.2
2 33.6
2 63.46
137.26 5 686.32

1.5 47.6
1.5 30.15
0.35 5.88
83.63 5 418.14

0.15 3.02
0.15 2.52
0.15 4.76
10.29 5 51.47

0.45 2.41
0.75 9.05
0.8 13.94
0.75 7.54
0.55 12.16
1.78 0
1.78 16.2
1.2 5.45
3.58 8.14
74.88 5 374.42

0.2 3.36 5 16.8

0.5 9.47
0.13 2.37
0.42 7.88
19.72 5 98.58

0.2 4.8
12 0.54
12 0.54
0.5 1.89
7.77 5 38.87

1.35
0.5
1.86 5 9.29

0.27

0.27 5 1.36

0.2 3.36 5 16.8

0.5 5 2.52
 10 5 50

2.4 18.18
4 32.31
50.49 5 252.46

0.6 12.43 5 62.13

7.4 5 37

0 5 0

0.15
12.6 5 63

0.3 25.2 5 126

 100.8 5 504

0.05 5.04 5 25.2

4 5 20

0.3 4.06 5 20.3

0.6 8.12 5 40.59

 16.8 5 84

0.5 0 5 0

0.45 0 5 0
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 1 to 2m
Description Unit No. Length Depth (m)
Item No. (m)

Earth work in excavation of foundation of

structures as per drawing and
technical specification, including
setting out, construction of shoring
and bracing, removal of stumps and
12.1 other deleterious matter, dressing of
sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 2
For Box Cum 1 1.6 2
For Fixed Apron Cum 1 1.6 0.45
For Flexible Apron Cum 1 1.6 0.5
For Return Cum 4 2.19 2
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.19 1.5
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 0.45
For Flexible Apron Cum 1 1.6 0.5
Total

Plain/Reinforced Cement Concrete in

12.8 Open Foundation complete as per Drawing
and Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6 0.15
For fixed apron Cum 1 1.6 0.15
For Box Cum 1 1.6 0.15
For Return Cum 4 2.19 0.15
Total

Plain/Reinforced Cement Concrete in

12.8 Open Foundation complete as per Drawing
and Technical Specifications.

B PCC Grade M20

Cutoff wall Cum 2 13.6 0.45
U/s & D/s Cum 2 13.6 0.75
 U/s Cum 1 13.6 0.8
D/s Cum 1 13.6 0.75
D/s Cum 1 13.6 0.55
Return wall Foundation Cum 4 2.04 1.55
Cum 4 2.04 1.55
Cum 4 2.04 1.2
Cum 4 2.04 3.35
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 0.3

Plain/Reinforced cement concrete in

13.5 sub-structure complete as per drawing
and Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.04 0.5
Cum 4 2.04 0.1
Cum 4 2.04 0.33
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 0.3
Lower haunch Cum 2 0.15 12
Upper haunch Cum 2 0.15 12
Kerb Over return wall Cum 4 2.04 0.5
Total

Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
12.4 complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 270.47

Reinforcement @ 150kg/cum MT 5.76
Total

Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete
13.6 as per drawing and Technical
Specifications

MT 40.85
Substructure Reinforcement @ 5kg/sqm
Abt cap, Dirt wall (150kg/cum) MT 10.32
Total
 Furnishing and Placing Reinforced/
Prestressed cement concrete in super-
14.1 structure as per drawing and
Technical Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 0.3

Supplying, fitting and placing HYSD bar

reinforcement in super-structure
14.2 complete as per drawing and
technical specifications

MT 1 0.86
Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with
100 mm dia AC pipe, extending through
the full width of the structure with slope
13.8 of 1V :20H towards drawing foce.
Complete as per drawing and Technical
Specifications

Nos. 4 2.04
Back filling behind abutment, wing wall
13.9 and return wall complete as per drawing
and Technical Specification

A Granular Material
Cum 4 2.04 1.79
Cum 2 2.04 3.46
Total Qty.

Providing and laying of Filter media with

granular materials/stone crushed
aggregates satisfying the requirements
laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less
than 600 mm with smaller size towards
the soil and bigger size towards the
wall and provided over the entire surface
13.1 behind abutment, wing wall and return
wall to the full height compacted to a
firm condition complete as per drawing
and Technical Specification.

Cum 4 2.04 0.6

 (ii) Providing & fixing 20 mm thick
compressible fibre board in expansion
joint complete as per drawing & Technical
14.18 Specification.

Rmt 4 3.16

Providing and laying of a strip seal Rmt 0 12

expansion joint catering to maximum
horizontal movement upto 70 mm,
complete as per approved drawings and
standard specifications to be installed
by the manufacturer/supplier or their
authorised representative ensuring
compliance to the manufacturer's
instructions for installation.

PCC M15 Grade leveling course below

approach slab complete as per drawing
14.1 and Technical specification

Cum 2 12 0.15

Reinforced cement concrete approach slab

including reinforcement and formwork
14.11 complete as per drawing and Technical
specification

Cum 2 12 0.3
Providing and laying 12 mm thick
mastic asphalt wearing course on top
of deck slab excluding prime coat with
paving grade bitumen meeting the
requirements given in table 500-29,
prepared by using mastic cooker and laid
to required level and slope after cleaning
the surface, including providing
antiskid surface with bitumen precoated
fine grained hard stone chipping of 9.5
mm nominal size at the rate of
0.005cum per 10 sqm and at an
14.5 approximate spacing of 10 cm center to
center in both directions, pressed into
surface when the temperature of surfaces
not less than 100 deg. C, protruding 1
mm to 4 mm over mastic surface, all
complete as per clause 515.

Sqm 1 8.6
 Providing and laying bituminous concrete
5.8 with 100-120
TPH batch type hot mix plant
producing an average output of 75 tonnes
per hour using crushed aggregates of
specified grading, premixed with
bituminous binder

@ 5.4 to 5.6 per cent of mix and filler,

transporting the hot mix to work site,
laying with a hydrostatic paver finisher
with sensor control to the required grade,
level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers
to achieve the desired compaction as per
MORTH specification clause No. 509
complete in all respects

Cum 1 8.6 0.05

Drainage Spouts complete as per
14.9 drawing and
Technical specification No. 1

Providing and laying Pitching on

slopes laid over prepared filter media
including boulder apron laid dry in front of
15.4 toe of embankment complete as per
drawing and Technical specifications

Cum 4 2.36 0.3

Providing and laying Filter material

underneath pitching in slopes complete as
15.5 per drawing and Technical specification

Cum 4 2.36 0.6

 Provision of an Reinforced cement
concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler
board, keyed to the structure on which
it is built and installed as per design given
8.22 in the enclosure to MOST circular No.
RW/NH - 33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved
drawing and at locations directed by the
Engineer, all as specified

Rmt 2 8.6
Flexible Apron :Construction of flexible
apron 1 m thick comprising of loose stone
15.11 boulders weighing not less than 40 kg
beyond curtain wall.

Cum 1 1.6 0.5

Providing and laying Flooring complete as
per drawing and Technical specifications
15.8 laid over cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 1 2 0.45

and height 1 to 2m
Total
Quantity No. of str.
Quantity

40.8
38.4
2.16
7.2
64.04
152.6 114 17395.9

48.03
30.6
8.64
7.2
94.47 114 10769.2

3.06
0.72
2.88
4.8
11.46 114 1306.74

2.45
9.18
14.14
7.65
12.34
0
15.2
5.88
8.21
75.06 114 8556.91

5.76 114 656.64

8.02
1.57
5.24
14.83 114 1690.73

7.2
0.54
0.54
2.04
10.32 114 1176.82

1.35
0.86
2.22 114 252.66

0.2

1.55
1.75 114 199.81
5.76 114 656.64

0.86 114 98.5

16 114 1824

14.6
36.33
50.93 114 5806.13

10.63 114 1211.91

6.32 114 720.94

114 0

12.6 114 1436.4

25.2 114 2872.8

103.2 114 11764.8

5.16 114 588.24

4 114 456

10.19 114 1162.17

20.39 114 2324.34

17.2 114 1960.8

7.2 114 820.8

2.16 114 246.24

 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 2 to 3
Item No. Description Unit No. Length Depth (m)
(m)

12.1 Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing,
removal of stumps and other
deleterious matter, dressing of sides
and bottom and backfilling with
approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 2
For Box Cum 1 1.6 2
For Return Cum 4 2.19 2
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.19 1.5
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 0.45
Total

12.8 Plain/Reinforced Cement Concrete in

Open Foundation complete as per Drawing
and Technical Specifications.
A PCC Grade M15
Below foundation
For Cutoff Wall Cum 1 13.6 0.15
For fixed apron Cum 0 1.6 0.15
For Box Cum 1 1.6 0.15
For Return Cum 4 2.19 0.15
Total

12.8 Plain/Reinforced Cement Concrete in

Open Foundation complete as per Drawing
and Technical Specifications.
B PCC Grade M20
Cutoff wall Cum 2 13.6 0.45
U/s & D/s Cum 2 13.6 0.75
U/s Cum 1 13.6 0.8
D/s Cum 1 13.6 0.75
D/s Cum 1 13.6 0.55
Return wall Foundation Cum 4 2.04 1.72
Cum 4 2.04 1.72
Cum 4 2.04 1.2
Cum 4 2.04 3.52
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 0.3
13.5 Plain/Reinforced cement concrete in
sub-structure complete as per drawing and
Technical Specifications
B PCC Grade M20
(p) Height upto 5m
Return wall Substructure Cum 4 2.04 0.5
Cum 4 2.04 0.12
Cum 4 2.04 0.39
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 0.3
Lower haunch Cum 2 0.15 12
Upper haunch Cum 2 0.15 12
Kerb Over return wall Cum 4 2.04 0.5
Total

12.4 Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical
Specifications.
Reinforcement @ 5kg/sqm MT 272.96
Reinforcement @ 150kg/cum MT 5.76
Total

13.6 Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete as
per drawing and Technical Specifications

MT 50.71
Substructure Reinforcement @ 5kg/sqm
Total

14.1 Furnishing and Placing Reinforced/

Prestressed cement concrete in super-
structure as per drawing and
Technical Specification
C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 0.3

14.2 Supplying, fitting and placing HYSD bar

reinforcement in super-structure
complete as per drawing and
technical specifications
MT 1 0.86
13.8 Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the
full width of the structure with slope of 1V :
20H towards drawing foce. Complete as
per drawing and Technical Specifications

Nos. 4 2.04
13.9 Back filling behind abutment, wing wall and
return wall complete as per drawing and
Technical Specification
A Granular Material
Cum 4 2.04 2.23
Cum 2 2.04 3.86
Total Qty.
13.1 Providing and laying of Filter media with
granular materials/stone crushed
aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less
than 600 mm with smaller size towards
the soil and bigger size towards the wall
and provided over the entire surface
behind abutment, wing wall and return
wall to the full height compacted to a firm
condition complete as per drawing and
Technical Specification.

Cum 4 2.04 0.6

14.18 (ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
complete as per drawing & Technical
Specification.
Rmt 4 3.56
14.22 Providing and laying of a strip seal Rmt 0 12
expansion joint catering to maximum
horizontal movement upto 70 mm, complete
as per approved drawings and standard
specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.

14.10 PCC M15 Grade leveling course below

approach slab complete as per drawing
and Technical specification
Cum 2 12 0.15
14.11 Reinforced cement concrete approach slab
including reinforcement and formwork
complete as per drawing and Technical
specification

Cum 2 12 0.3
14.5 Providing and laying 12 mm thick
mastic asphalt wearing course on top of
deck slab excluding prime coat with
paving grade bitumen meeting the
requirements given in table 500-29,
prepared by using mastic cooker and laid
to required level and slope after cleaning
the surface, including providing
antiskid surface with bitumen precoated
fine grained hard stone chipping of 9.5
mm nominal size at the rate of
0.005cum per 10 sqm and at an
approximate spacing of 10 cm center to
center in both directions, pressed into
surface when the temperature of surfaces
not less than 100 deg. C, protruding 1
mm to 4 mm over mastic surface, all
complete as per clause 515.

Sqm 1 8.6
5.8 Providing and laying bituminous concrete
with 100-120 TPH batch type hot mix
plant producing an average output of 75
tonnes per hour using crushed aggregates
of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent
of mix and filler, transporting the hot mix to
work site, laying with a hydrostatic
paver finisher with sensor control to the
required grade, level and alignment,
rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per MORTH specification
clause No. 509 complete in all respects

Cum 1 8.6 0.05

14.9 Drainage Spouts complete as per
drawing and Technical specification

No. 1
15.4 Providing and laying Pitching on
slopes laid over prepared filter media
including boulder apron laid dry in front of
toe of embankment complete as per
drawing and Technical specifications

Cum 4 3.53 0.3

15.5 Providing and laying Filter material
underneath pitching in slopes complete as
per drawing and Technical specification

Cum 4 3.53 0.6

8.22 Provision of an Reinforced cement
concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler
board, keyed to the structure on which it
is built and installed as per design given in
the enclosure to MOST circular No. RW/NH
- 33022/1/94-DO III dated 24 June

1994 as per dimensions in the approved

drawing and at locations directed by the
Engineer, all as specified
Rmt 2 8.6
15.11 Flexible Apron :Construction of flexible
apron 1 m thick comprising of loose stone
boulders weighing not less than 40 kg
beyond curtain wall.
Cum 0 1.6 0.5

15.8 Providing and laying Flooring complete as

per drawing and Technical specifications
laid over cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 0 2 0.45

and height 2 to 3
Quantity No. of str. Total
Quantity

40.8
38.4
67.07
146.27 106 15504.7

50.3
30.6
8.64
89.54 106 9491.56

3.06
0
2.88
5.03
10.97 106 1162.85

2.45
9.18
14.14
7.65
12.34
0
16.9
5.88
8.64
77.18 106 8181.21

5.76 106 610.56

 9.65
2.28
7.6
19.52 106 2069.57

7.2
0.54
0.54
2.04
10.32 106 1094.24

1.36
0.86
2.23 106 236.25

0.25

0.25 106 26.88

5.76 106 610.56

0.86 106 91.58

25 106 2650
18.26
35.25
53.5 106 5671.43

12.7 106 1345.95

7.12 106 755.14

12 106 0

12.6 106 1335.6

25.2 106 2671.2

103.2 106 10939.2

5.16 106 546.96

4 106 424

22.94 106 2431.38

45.88 106 4862.76

17.2 106 1823.2

0 106 0

0 106 0
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 3 to 4
Item No. Description Unit No. Length Depth (m)
(m)

12.1 Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing,
removal of stumps and other
deleterious matter, dressing of sides
and bottom and backfilling with
approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 2
For Box Cum 1 1.6 2
For Return Cum 4 2.19 2
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.19 1.5
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 0.45
Total

12.8 Plain/Reinforced Cement Concrete in Open

Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6 0.15
For fixed apron Cum 0 1.6 0.15
For Box Cum 1 1.6 0.15
For Return Cum 4 2.19 0.15
Total

12.8 Plain/Reinforced Cement Concrete in Open

Foundation complete as per Drawing and
Technical Specifications.

B PCC Grade M20

Cutoff wall Cum 2 13.6 0.45
U/s & D/s Cum 2 13.6 0.75
U/s Cum 1 13.6 0.8
D/s Cum 1 13.6 0.75
D/s Cum 1 13.6 0.55
Return wall Foundation Cum 4 2.04 1.72
 Cum 4 2.04 1.72
Cum 4 2.04 1.2
Cum 4 2.04 3.52
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 0.3

13.5 Plain/Reinforced cement concrete in

sub-structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.04 0.5
Cum 4 2.04 0.12
Cum 4 2.04 0.39
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 0.3
Lower haunch Cum 2 0.15 12
Upper haunch Cum 2 0.15 12
Kerb Over return wall Cum 4 2.04 0.5
Total

12.4 Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 272.96

Reinforcement @ 150kg/cum MT 5.76
Total

13.6 Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete as
per drawing and Technical Specifications

Substructure Reinforcement @ 5kg/sqm MT 50.71

Total

14.1 Furnishing and Placing Reinforced/

Prestressed cement concrete in super-
structure as per drawing and
Technical Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 0.3
14.2 Supplying, fitting and placing HYSD bar
reinforcement in super-structure
complete as per drawing and
technical specifications

MT 1 0.86
13.8 Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with
100 mm dia AC pipe, extending through
the full width of the structure with slope of
1V :20H towards drawing foce. Complete as
per drawing and Technical Specifications

Nos. 4 2.04

13.9 Back filling behind abutment, wing wall and

return wall complete as per drawing and
Technical Specification

A Granular Material
Cum 4 2.04 2.23
Cum 2 2.04 3.86
Total Qty.

13.1 Providing and laying of Filter media with

granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications
to a thickness of not less than 600 mm with
smaller size towards the soil and bigger
size towards the wall and provided over
the entire surface behind abutment, wing
wall and return wall to the full height
compacted to a firm condition complete
as per drawing and Technical Specification.

Cum 4 2.04 0.6

14.18 (ii) Providing & fixing 20 mm thick

compressible fibre board in expansion joint
complete as per drawing & Technical
Specification.

Rmt 4 3.56
14.22 Providing and laying of a strip seal Rmt 0 12
expansion joint catering to maximum
horizontal movement upto 70 mm, complete
as per approved drawings and standard
specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.

14.1 PCC M15 Grade leveling course below

approach slab complete as per drawing and
Technical specification

Cum 2 12 0.15

14.11 Reinforced cement concrete approach slab

including reinforcement and formwork
complete as per drawing and Technical
specification

Cum 2 12 0.3

14.5 Providing and laying 12 mm thick

mastic asphalt wearing course on top of
deck slab excluding prime coat with
paving grade bitumen meeting the
requirements given in table 500-29,
prepared by using mastic cooker and laid to
required level and slope after cleaning the
surface, including providing antiskid
surface with bitumen precoated fine grained
hard stone chipping of 9.5 mm nominal
size at the rate of 0.005cum per 10
sqm and at an approximate spacing of 10 cm
center to center in both directions, pressed
into surface when the temperature of
surfaces not less than 100 deg. C,
protruding 1 mm to 4 mm over mastic
surface, all complete as per clause 515.

Sqm 1 8.6
5.8 Providing and laying bituminous concrete
with 100-120 TPH batch type hot mix
plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with
bituminous binder
 @ 5.4 to 5.6 per cent of mix and filler,
transporting the hot mix to work site,
laying with a hydrostatic paver finisher
with sensor control to the required grade,
level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to
achieve the desired compaction as per
MORTH specification clause No. 509
complete in all respects

Cum 1 8.6 0.05

14.9 Drainage Spouts complete as per

drawing and
Technical specification No. 1

15.4 Providing and laying Pitching on

slopes laid over prepared filter media
including boulder apron laid dry in front of
toe of embankment complete as per
drawing and Technical specifications

Cum 4 4.71 0.3

15.5 Providing and laying Filter material

underneath pitching in slopes complete as
per drawing and Technical specification

Cum 4 4.71 0.6

8.22 Provision of an Reinforced cement
concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler
board, keyed to the structure on which it
is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as
per dimensions in the approved drawing and
at locations directed by the Engineer, all as
specified

Rmt 2 8.6
15.11 Flexible Apron :Construction of flexible
apron 1 m thick comprising of loose stone
boulders weighing not less than 40 kg
beyond curtain wall.

Cum 0 1.6 0.5

15.8 Providing and laying Flooring complete as

per drawing and Technical specifications
laid over cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 0 2 0.45

and height 3 to 4
Quantity No. of str. Total
Quantity

40.8
38.4
67.07
146.27 111 16236.05

50.3
30.6
8.64
89.54 111 9939.28

3.06
0
2.88
5.03
10.97 111 1217.7

2.45
9.18
14.14
7.65
12.34
0
 16.9
5.88
8.64
77.18 111 8567.12

5.76 111 639.36

9.65
2.28
7.6
19.52 111 2167.19

7.2
0.54
0.54
2.04
10.32 111 1145.85

1.36
0.86
2.23 111 247.4

0.25
0.25 111 28.14

5.76 111 639.36

0.86 111 95.9

33 111 3663

18.26
35.25
53.5 111 5938.96

12.7 111 1409.44

7.12 111 790.76

 12 111 0

12.6 111 1398.6

25.2 111 2797.2

103.2 111 11455.2

5.16 111 572.76

4 111 444

40.78 111 4526.34

81.56 111 9052.68

17.2 111 1909.2

0 111 0

0 111 0
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 4 to 5
Item No. Description Unit No. Length Depth (m)
(m)

12.1 Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing,
removal of stumps and other
deleterious matter, dressing of sides
and bottom and backfilling with
approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 2
For Box Cum 1 1.6 2
For Return Cum 4 2.19 2
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.19 1.5
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 0.45
Total

12.8 Plain/Reinforced Cement Concrete in Open

Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6 0.15
For fixed apron Cum 0 1.6 0.15
For Box Cum 1 1.6 0.15
For Return Cum 4 2.19 0.15
Total

12.8 Plain/Reinforced Cement Concrete in Open

Foundation complete as per Drawing and
Technical Specifications.

B PCC Grade M20

 Cutoff wall Cum 2 13.6 0.45
U/s & D/s Cum 2 13.6 0.75
U/s Cum 1 13.6 0.8
D/s Cum 1 13.6 0.75
D/s Cum 1 13.6 0.55
Return wall Foundation Cum 4 2.04 1.85
Cum 4 2.04 1.85
Cum 4 2.04 1.2
Cum 4 2.04 3.65
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 0.3

13.5 Plain/Reinforced cement concrete in

sub-structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.04 0.5
Cum 4 2.04 0.13
Cum 4 2.04 0.44
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 0.3
Lower haunch Cum 2 0.15 12
Upper haunch Cum 2 0.15 12
Kerb Over return wall Cum 4 2.04 0.5
Total

12.4 Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 274.83

Reinforcement @ 150kg/cum MT 5.76
Total
13.6 Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete as
per drawing and Technical Specifications

Substructure Reinforcement @ 5kg/sqm

 Total MT 58.56

14.1 Furnishing and Placing Reinforced/

Prestressed cement concrete in super-
structure as per drawing and
Technical Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 0.3

14.2 Supplying, fitting and placing HYSD bar MT 1 0.86

reinforcement in super-structure
complete as per drawing and
technical specifications

13.8 Providing weep holes in Brick

masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with
100 mm dia AC pipe, extending through
the full width of the structure with slope of
1V :20H towards drawing foce. Complete
as per drawing and Technical Specifications

Nos. 4 2.04
13.9 Back filling behind abutment, wing wall
and return wall complete as per drawing
and Technical Specification

A Granular Material
Cum 4 2.04 2.61
Cum 2 2.04 4.16
Total Qty.
13.1 Providing and laying of Filter media with
granular materials/stone crushed
aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less
than 600 mm with smaller size towards
the soil and bigger size towards the wall
and provided over the entire surface
behind abutment, wing wall and return
wall to the full height compacted to a
firm condition complete as per drawing
and Technical Specification.

Cum 4 2.04 0.6

14.18 (ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
complete as per drawing & Technical
Specification.

Rmt 4 3.86
Providing and laying of a strip seal Rmt 0 12
expansion joint catering to maximum
horizontal movement upto 70 mm,
complete as per approved drawings and
standard specifications to be installed by
the manufacturer/supplier or their
authorised representative ensuring
compliance to the manufacturer's
instructions for installation.

14.1 PCC M15 Grade leveling course below

approach slab complete as per drawing and
Technical specification

Cum 2 12 0.15
14.11 Reinforced cement concrete approach slab
including reinforcement and formwork
complete as per drawing and Technical
specification

Cum 2 12 0.3

14.5 Providing and laying 12 mm thick

mastic asphalt wearing course on top of
deck slab excluding prime coat with
paving grade bitumen meeting the
requirements given in table 500-29,
prepared by using mastic cooker and laid
to required level and slope after cleaning
the surface, including providing
antiskid surface with bitumen precoated
fine grained hard stone chipping of 9.5
mm nominal size at the rate
of0.005cum per 10 sqm and at an
approximate spacing of 10 cm center to
center in both directions, pressed into
surface when the temperature of surfaces
not less than 100 deg. C, protruding 1
mm to 4 mm over mastic surface, all
complete as per clause 515.

Sqm 1 8.6
5.8 Providing and laying bituminous concrete
with 100-120TPH batch type hot mix
plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with
bituminous binder@ 5.4 to 5.6 per cent of
mix and filler, transporting the hot mix to
work site, laying with a hydrostatic
paver finisher with sensor control to the
required grade, level and alignment,
rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per MORTH specification
clause No. 509 complete in all respects

Cum 1 8.6 0.05

14.9 Drainage Spouts complete as per
drawing and Technical specification
No. 1
15.4 Providing and laying Pitching on
slopes laid over prepared filter media
including boulder apron laid dry in front of
toe of embankment complete as per
drawing and Technical specifications

Cum 4 5.89 0.3

15.5 Providing and laying Filter material
underneath pitching in slopes complete as
per drawing and Technical specification

Cum 4 5.89 0.6

8.22 Provision of an Reinforced cement
concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler
board, keyed to the structure on which it
is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as
per dimensions in the approved drawing and
at locations directed by the Engineer, all as
specified
 Rmt 2 8.6
15.11 Flexible Apron :Construction of flexible
apron 1 m thick comprising of loose stone
boulders weighing not less than 40 kg
beyond curtain wall.

Cum 0 1.6 0.5

15.8 Providing and laying Flooring complete as

per drawing and Technical specifications
laid over cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 0 2 0.45

and height 4 to 5
Quantity No. of str. Total
Quantity

1x1
40.8
38.4
69.35
148.55 36 5347.85

52.01
30.6
8.64
91.25 36 3285.13

3.06
0
2.88
5.2
11.14 36 401.09
2.45
9.18
14.14
7.65
12.34
0
18.17
5.88
8.96
78.77 36 2835.89

5.76 36 207.36

10.88
2.89
9.65
23.42 36 843.05

7.2
0.54
0.54
2.04
10.32 36 371.63

1.37
0.86
2.24 36 80.57
0.29 36 10.54

5.76 36 207.36

0.86 36 31.1

41 36 1476

21.29
34.43
55.72 36 2005.92

14.25 36 512.93
7.72 36 278.06

12 36 0

12.6 36 453.6

25.2 36 907.2

103.2 36 3715.2
 5.16 36 185.76

4 36 144

63.72 36 2293.75

127.43 36 4587.51
17.2 36 619.2

0 36 0

0 36 0
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 5 to 6 m(RC)
Description Unit No. Length Depth (m)
Item No. (m)

Earth work in excavation of foundation of

structures as per drawing and
technical specification, including
setting out, construction of shoring
and bracing, removal of stumps and
12.1 other deleterious matter, dressing of
sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 2
For Box Cum 1 1.6 2
For Return Cum 4 2.19 2
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.19 1.5
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 0.45
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6 0.15
For fixed apron Cum 0 1.6 0.15
For Box Cum 1 1.6 0.15
For Return Cum 4 2.19 0.15
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.

B PCC Grade M20

Cutoff wall Cum 2 13.6 0.45
U/s & D/s Cum 2 13.6 0.75
U/s Cum 1 13.6 0.8
D/s Cum 1 13.6 0.75
D/s Cum 1 13.6 0.55
 Return wall Foundation Cum 4 2.04 1.94
Cum 4 2.04 1.94
Cum 4 2.04 1.2
Cum 4 2.04 3.74
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 0.3

Plain/Reinforced cement concrete in

13.5 sub-structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.04 0.5
Cum 4 2.04 0.14
Cum 4 2.04 0.48
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 0.3
Lower haunch Cum 2 0.15 12
Upper haunch Cum 2 0.15 12
Kerb Over return wall Cum 4 2.04 0.5
Total

Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
12.4 complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 276.08

Reinforcement @ 150kg/cum MT 5.76
Total

Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete
13.6 as per drawing and Technical Specifications

Substructure Reinforcement @ 5kg/sqm MT 64.02

Total
Furnishing and Placing Reinforced/
Prestressed cement concrete in super-
14.1 structure as per drawing and
Technical Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 0.3
Supplying, fitting and placing HYSD bar
14.2 reinforcement in super-structure 0.86
complete as per drawing and
14.2
complete as per drawing and
technical specifications MT 1

Providing weep holes in Brick

masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with
100 mm dia AC pipe, extending through
the full width of the structure with slope
13.8 of 1V :20H towards drawing foce.
Complete as per drawing and Technical
Specifications

Nos. 4 2.04

Back filling behind abutment, wing wall

13.9 and return wall complete as per drawing
and Technical Specification

A Granular Material
Cum 4 2.04 2.87
Cum 2 2.04 4.36
Total Qty.
Providing and laying of Filter media with
granular materials/stone crushed
aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less
than 600 mm with smaller size towards
the soil and bigger size towards the wall
and provided over the entire surface
13.1 behind abutment, wing wall and return
wall to the full height compacted to a
firm condition complete as per drawing
and Technical Specification.

Cum 4 2.04 0.6

14.18 (ii) Providing & fixing 20 mm thick
compressible fibre board in expansion Rmt 4 4.06
Providing and laying of a strip seal
Providing and laying of a strip seal Rmt 0 12
expansion joint catering to maximum
horizontal movement upto 70 mm,
complete as per approved drawings and
standard specifications to be installed by
14.22 the manufacturer/supplier or their
authorised representative ensuring
compliance to the manufacturer's
instructions for installation.

PCC M15 Grade leveling course below

14.1 approach slab complete as per drawing Cum 2 12 0.15
and Technical specification

Reinforced cement concrete approach slab

14.11 including reinforcement and formwork
14.11 including reinforcement and formwork
complete as per drawing and Technical
specification Cum 2 12 0.3

Providing and laying 12 mm thick

mastic asphalt wearing course on top of
deck slab excluding prime coat with
paving grade bitumen meeting the
requirements given in table 500-29,
prepared by using mastic cooker and laid
to required level and slope after cleaning
the surface, including providing
antiskid surface with bitumen precoated
fine grained hard stone chipping of 9.5
mm nominal size at the rate of
0.005cum per 10 sqm and at an
14.5 approximate spacing of 10 cm center to
center in both directions, pressed into
surface when the temperature of surfaces
not less than 100 deg. C, protruding 1
mm to 4 mm over mastic surface, all
complete as per clause 515.

Sqm 1 8.6
Providing and laying bituminous concrete
with 100-120 TPH batch type hot mix
plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent
of mix and filler, transporting the hot mix
to work site, laying with a hydrostatic
paver finisher with sensor control to the
required grade, level and alignment,
5.8 rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per MORTH specification
clause No. 509 complete in all respects

Cum 1 8.6 0.05

Drainage Spouts complete as per
14.9 drawing and Technical specification
No. 1
Providing and laying Pitching on
15.4 slopes laid over prepared filter media Cum 4 7.07 0.3
including boulder apron laid dry in front of

Providing and laying Filter material

15.5 underneath pitching in slopes complete as
per drawing and Technical specification
 Providing and laying Filter material
15.5 underneath pitching in slopes complete as
per drawing and Technical specification
Cum 4 7.07 0.6
Provision of an Reinforced cement
concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler
board, keyed to the structure on which it
is built and installed as per design given in
8.22 the enclosure to MOST circular No. RW/NH
- 33022/1/94-DO III dated 24 June 1994 as
per dimensions in the approved drawing
and at locations directed by the Engineer,
all as specified

Rmt 2 8.6
Flexible Apron :Construction of flexible
15.11 apron 1 m thick comprising of loose stone Cum 0 1.6 0.5
boulders weighing not less than 40 kg
beyond curtain wall.
Providing and laying Flooring complete as
per drawing and Technical specifications
15.8 laid over cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 0 2 0.45

height 5 to 6 m(RC)
Quantity No. of str. Total
Quantity

40.8
38.4
70.88
150.08 3 450.23

53.16
30.6
8.64
92.4 3 277.19

3.06
0
2.88
5.32
11.26 3 33.77

2.45
9.18
14.14
7.65
12.34
 0
19.02
5.88
9.17
79.84 3 239.52

5.76 3 17.28

11.69
3.34
11.16
26.19 3 78.58

7.2
0.54
0.54
2.04
10.32 3 30.97

1.38
0.86
2.24 3 6.73

0.32
0.32 3 0.96

5.76 3 17.28
 0.86 3 2.59

49 3 147

23.45
33.88
57.33 3 172

15.28 3 45.85

8.12 3 24.37
0 3 0

12.6 3 37.8
 25.2 3 75.6

103.2 3 309.6

5.16 3 15.48

4 3 12

91.75 3 275.25
183.5 3 550.5

17.2 3 51.6

0 3 0

0 3 0
 Abstract of Quantity for New Construction of Box Culvert of 1X1.5m
Description Unit Quantity Rate (Rs.)
Item No.

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing,
removal of stumps and other deleterious
12.1 matter, dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m Cum 3061 46.7

II Ordinary Rock (not requiring blasting)

B Mechanical Means

i) Depth upto 3 m Cum 1913 58.5

Plain/Reinforced Cement Concrete in

12.8 Open Foundation complete as per Drawing
and Technical Specifications.

A PCC Grade M15 Cum 230 5208

B PCC Grade M20 Cum 1588 5835

G RCC Grade M30 Cum 109 6389.7

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m Cum 342 6171.7

G RCC Grade M30

(p) Height upto 5m Cum 277 6791

Supplying, Fitting and Placing un-

coated HYSD bar Reinforcement in
12.4 Foundation complete as per Drawing and
Technical Specifications.

MT 42 60943.2
Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete
13.6 as per drawing and Technical Specifications

MT 4 61086.7
 Furnishing and Placing Reinforced/
Prestressed cement concrete in super-
14.1 structure as per drawing and Technical
Specification

C RCC Grade M 30

(p) Height upto 5m Cum 109 7420.7

Supplying, fitting and placing HYSD bar
reinforcement in super-structure
14.2 complete as per drawing and technical
specifications

MT 16 62393.2
Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the full
width of the structure with slope of
13.8 1V :20H towards drawing foce.
Complete as per drawing and Technical
Specifications

Nos. 255 156.1

Back filling behind abutment, wing wall
13.9 and return wall complete as per drawing
and Technical Specification

A Granular Material Cum 1260 1096.6

Providing and laying of Filter media with
granular materials/stone crushed
aggregates satisfying the requirements
laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less
than 600 mm with smaller size towards the
soil and bigger size towards the wall and
provided over the entire surface behind
13.1 abutment, wing wall and return wall to
the full height compacted to a firm
condition complete as per drawing and
Technical Specification.

Cum 252 2859

(ii) Providing & fixing 20 mm thick
compressible fibre board in expansion
14.18 joint complete as per drawing & Technical
Specification.

Rmt 116 136.7

PCC M15 Grade leveling course below
14.1 approach slab complete as per drawing
and Technical specification

Cum 239 5008

 Reinforced cement concrete approach slab
including reinforcement and formwork
14.11 complete as per drawing and Technical
specification

Cum 479 6297.1

Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving
grade bitumen meeting the requirements
given in table 500-29, prepared by
using mastic cooker and laid to required
level and slope after cleaning the
surface, including providing antiskid
surface with bitumen precoated fine
grained hard stone chipping of 9.5 mm
nominal size at the rate of 0.005cum
per 10 sqm and at an approximate spacing
14.5 of 10 cm center to center in both
directions, pressed into surface when the
temperature of surfaces not less than
100 deg. C, protruding 1 mm to 4 mm
over mastic surface, all complete as per
clause 515

Sqm 1961 261.9

Providing and laying bituminous

concrete with 100-120 TPH batch type hot
mix plant producing an average output of
75 tonnes per hour using crushed
aggregates of specified grading, premixed
with bituminous binder @ 5.4 to 5.6
per cent of mix and filler, transporting
the hot mix to work site, laying with a
hydrostatic paver finisher with sensor
control to the required grade, level and
5.8 alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve
the desired compaction as per MORTH
specification clause No. 509 complete in
all respects

Cum 98 9086.2
Drainage Spouts complete as per
14.9 drawing and Technical specification
No. 76 6346.2
 Providing and laying Pitching on slopes
laid over prepared filter media including
boulder apron laid dry in front of toe of
15.4 embankment complete as per drawing and
Technical specifications

A Stone / Boulder Cum 89 1524.5

Providing and laying Filter material
underneath pitching in slopes complete
15.5 as per drawing and Technical specification

Cum 178 2510.3

Provision of an Reinforced cement
concrete crash barrier at the edges of the
road, approaches to bridge structures
and medians, constructed with M-20
grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm
dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler
8.22 board, keyed to the structure on which
it is built and installed as per design
given in the enclosure to MOST circular
No. RW/NH -

33022/1/94-DO III dated 24 June 1994

as per dimensions in the approved drawing
and at locations directed by the Engineer,
all as specified

Rmt 327 3690.5

Total Amount (Rs.)
Total Amount (in Crore)
of 1X1.5m
Amount (Rs.)

142,949.00

111,911.00

1,197,840.00
9,265,980.00
696,477.00

2,110,721.00

1,881,107.00

2,559,614.00

244,347.00
808,856.00

998,291.00

39,806.00

1,381,716.00

720,468.00

15,857.00

1,196,912.00
3,016,311.00

513,586.00

890,448.00

482,311.00
135,681.00

446,833.00

1,206,794.00
30,064,816.00
3.0064816
 Proposed 1 nos. X 1 Cell Box culvert New Construction of length 1 m and height
Length Width
Item No. Description Unit No. (m) (m)

12.1 Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing,
removal of stumps and other deleterious
matter, dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 12
For Return Cum 4 2.83 3.58
Total
II Ordinary Rock (not requiring
blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.83 3.58
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 12
Total

12.8 Plain/Reinforced Cement Concrete in

Open Foundation complete as per
Drawing and Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6 1.5
For Box Cum 1 1.6 12
For Return Cum 4 2.83 3.58
Total

12.8 Plain/Reinforced Cement Concrete in

Open Foundation complete as per
Drawing and Technical Specifications

B PCC Grade M20

Cutoff wall Cum 2 13.6 0.2
U/s & D/s Cum 2 13.6 0.45
U/s Cum 1 13.6 1.3
D/s Cum 1 13.6 0.75
D/s Cum 1 13.6 1.65
Return wall Foundation Cum 4 2.68 0
Cum 4 2.68 1.2
 Cum 4 2.68 0
Cum 4 2.68 0
Cum 4 2.68 0
Cum 4 2.68 0.6
Cum 4 2.68 0
Cum 4 2.68 0.6
Cum 4 2.68 0
Cum 4 2.68 0.3
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 12

13.5 Plain/Reinforced cement concrete in sub-

structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.68 1.79
Cum 4 2.68 1.79
Cum 4 2.68 1.79
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 1.5
Lower haunch Cum 2 0.15 0.15
Upper haunch Cum 2 0.15 0.15
Kerb Over return wall Cum 4 2.68 0.5
Total

12.4 Supplying, Fitting and Placing un-

coated HYSD bar Reinforcement in
Foundation complete as per Drawing and
Technical Specifications.

Reinforcement @ 5kg/sqm MT 269.39 0.01

Reinforcement @ 150kg/cum MT 5.76 0.15
Total

13.6 Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete as
per drawing and Technical Specification
Substructure Reinforcement

5kg/sqm MT 36.76 0.01

Total
14.1 Furnishing and Placing
Reinforced/Prestressed cement concrete in
super- structure as per drawing and
Technical Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 12

14.2 Supplying, fitting and placing HYSD bar

reinforcement in super-structure complete
as per drawing and technical specifications

MT 1 0.86
13.8 Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with
100 mm dia AC pipe, extending
through the full width of the structure with
slope of 1V :20H towards drawing foce.
Complete as per drawing and Technical
Specifications

Nos. 4 2.68 1

13.9 Back filling behind abutment, wing wall and

return wall complete as per drawing
and Technical Specification

A Granular Material
Cum 4 2.68 1.61
Cum 2 2.68 9.01
Total Qty.

13.1 Providing and laying of Filter media with

granular materials/stone crushed
aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than
600 mm with smaller size towards the soil
and bigger size towards the wall and
provided over the entire surface behind
abutment, wing wall and return wall to the
full height compacted to a firm condition
complete as per drawing and Technical
Specification.

Cum 4 2.68 1.98

14.18 (ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
complete as per drawing & Technical
Specification.

Rmt 4 2.99 0.5

14.1 PCC M15 Grade leveling course below
approach slab complete as per drawing and Cum 2 12 3.5
Technical specification

14.11 Reinforced cement concrete approach

slab including reinforcement and formwork
complete as per drawing and Technical
specification

Cum 2 12 3.5
14.5 Providing and laying 12 mm thick
mastic asphalt wearing course on top of
deck slab excluding prime coat with paving
grade bitumen meeting the requirements
given in table 500-29, prepared by using
mastic cooker and laid to required level and
slope after cleaning the surface, including
providing antiskid surface with bitumen
precoated fine grained hard stone chipping
of 9.5 mm nominal size at the rate of
0.005cum per 10 sqm and at an approximate
spacing of 10 cm center to center in both
directions, pressed into surface when the
temperature of surfaces not less than 100
deg. C, protruding 1 mm to 4 mm over
mastic surface, all complete as per
clause

Sqm 1 8.6 12
5.8 Providing and laying bituminous
concrete with 100-120 TPH batch type hot
mix plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous
binder @ 5.4 to 5.6 per cent of mix and
filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher
with sensor control to the required grade,
level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to
achieve the desired compaction as per
MORTH specification clause No. 509
complete in all respects
 Cum 1 8.6 12
14.9 Drainage Spouts complete as per
drawing and Technical specification
No. 1 4
15.4 Providing and laying Pitching on slopeslaid
over prepared filter media including boulder
apron laid dry in front of toe of embankment
complete as per drawing and Technical
specifications

Cum 4 1.18 1.8

15.5 Providing and laying Filter material
underneath pitching in slopes complete as
per drawing and Technical specification
Provision of an Reinforced cement

Cum 4 1.18 1.8

15.11 concrete crash barrier at the edges of the

road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre- moulded asphalt filler board,
keyed to the structure on which it is built
and installed as per design given in the
enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as
per dimensions in the approved drawing and
at locations directed by the Engineer,
all as specified 40 kg beyond curtain wall.

Cum 0 1.6 9
15.8 Providing and laying Flooring complete as
per drawing and Technical specifications
laid over cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 0 2 3

of length 1 m and height 1 to 2
Depth No. of
(m) Quantity str. Total Quantity

2 40.8
2 38.4
2 80.95
160.15 17 2722.59

1.5 60.71
1.5 30.6
0.45 8.64
99.95 17 1699.22

0.15 3.06
0.15 2.88
0.15 6.07
12.01 17 204.19

0.45 2.45
0.75 9.18
0.8 14.14
0.75 7.65
0.55 12.34
1.48 0
1.48 18.98
2.68 0
2.68 0
0 0
1.2 7.72
0 0
0 0
3.28 0
3.28 10.53
83 17 1410.93

0.3 5.76 17 97.92

0.5 9.58
0.09 1.71
0.3 5.71
17 17 289.08

0.3 10.8
12 0.54
12 0.54
0.5 2.68
14.56 17 247.53

1.35
0.86
2.21 17 37.59

0.18
0.18 17 3.12
 0.3 5.76 17 97.92

0.86 17 14.69

11 17 187

1.61 17.23
3.29 48.29
65.53 17 1113.94

0.6 12.76 17 216.95

 5.97 17 101.56

0.15 12.6 17 214.2

0.3 25.2 17 428.4

103.2 17 1754.4
0.05 5.16 17 87.72

4 17 68

0.3 2.55 17 43.33

0.6 5.1 17 86.65

0.5 0 17 0

0.45 0 17 0
 Proposed 1 nos. X 1 Cell Box culvert New Construction of length 1 m and height 2 to 3
Unit No. Length Width
Item No. Description Depth
(m) (m) (m)

Earth work in excavation of foundation of structures as

per drawing and technical specification, including
setting out, construction of shoring and bracing,
removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with
approved material.
I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6 1.5 2
For Box Cum 1 1.6 12 2
For Return Cum 4 2.94 3.82 2
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.94 3.82 1.5
For Cutoff Wall Cum 1 13.6 1.5 1.5
For Box Cum 1 1.6 12 0.45
Total

12.8
Plain/Reinforced Cement Concrete in Open
Foundation complete as per Drawing and Technical
Specifications.
A PCC Grade M15
Below foundation
For Cutoff Wall Cum 1 13.6 1.5 0.15
For Box Cum 1 1.6 12 0.15
For Return Cum 4 2.94 3.82 0.15
Total

Plain/Reinforced Cement Concrete in Open

Foundation complete as per Drawing and Technical
12.8 Specifications.
B PCC Grade M20
Cutoff wall Cum 2 13.6 0.2 0.45
U/s & D/s Cum 2 13.6 0.45 0.75
U/s Cum 1 13.6 1.3 0.8
D/s Cum 1 13.6 0.75 0.75
D/s Cum 1 13.6 1.65 0.55
Return wall Foundation Cum 4 2.79 0 1.72
Cum 4 2.79 1.2 1.72
Cum 4 2.79 0 2.92
 Cum 4 2.79 0 2.92
Cum 4 2.79 0 0
Cum 4 2.79 0.6 1.2
Cum 4 2.79 0 0
Cum 4 2.79 0.6 0
Cum 4 2.79 0 3.52
Cum 4 2.79 0.3 3.52
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6 12 0.3

13.5 Plain/Reinforced cement concrete in sub-structure

complete as per drawing and Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.79 2.36 0.5
Cum 4 2.79 2.36 0.12
Cum 4 2.79 2.36 0.39
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12 1.5 0.3
Lower haunch Cum 2 0.15 0.15 12
Upper haunch Cum 2 0.15 0.15 12
Kerb Over return wall Cum 4 2.79 0.5 0.5
Total

Supplying, Fitting and Placing un-coated HYSD bar

Reinforcement in Foundation complete as per Drawing
12.4 and Technical Specifications.
Reinforcement @ 5kg/sqm MT 273 0.01
Reinforcement @ 150kg/cum MT 5.76 0.15
Total

Supplying, fitting and placing HYSD bar reinforcement

in sub-structure complete as per drawing and
13.6 Technical Specifications
Substructure Reinforcement @ MT 51 0.01
5kg/sqm
Total

Furnishing and Placing Reinforced/Prestressed

cement concrete in super- structure as per drawing and
14.1 Technical Specification
C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6 12 0.3

Supplying, fitting and placing HYSD bar reinforcement

in super-structure complete as per drawing and
14.2 technical specifications
 Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/ return
wall with 100 mm dia AC pipe, extending
through the full width of the structure with slope of
1V :20H towards drawing foce. Complete as per drawing
and Technical Specifications

13.8
Nos. 4 2.79 3

Back filling behind abutment, wing wall and return

wall complete as per drawing and Technical
13.9 Specification
A Granular Material
Cum 4 2.79 2.23
Cum 2 2.79 8.63 3.86
Total Qty.
Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of
MoRTH specifications to a thickness of not less than 600
mm with smaller size towards the soil and bigger
size towards the wall and provided over the entire
surface behind abutment, wing wall and return wall to
the full height compacted to a firm condition complete
as per drawing and Technical Specification.

13.1
Cum 4 2.79 2.59 0.6
14.18 (ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint complete as Rmt 4 3.56 0.5
per drawing & Technical Specification.

Providing and laying of a strip seal expansion joint

catering to maximum horizontal movement upto 70
mm, complete as per approved drawings and
standard specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.expansion
joint catering to maximum horizontal movement upto
70 mm, complete as per approved drawings and
standard specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
14.22 manufacturer's instructions for installation.
Rmt 0 12
PCC M15 Grade leveling course below approach slab
14.1 complete as per drawing and Technical specification
Cum 2 12 3.5 0.15
 Reinforced cement concrete approach slab including
reinforcement and formwork complete as per drawing
14.11 and Technical specification
Cum 2 12 3.5 0.3
14.5

Providing and laying 12 mm thick mastic asphalt

wearing course on top of deck slab excluding prime
coat with paving grade bitumen meeting the
requirements given in table 500-29, prepared by using
mastic cooker and laid to required level and slope
after cleaning the surface, including providing
antiskid surface with bitumen precoated fine grained
hard stone chipping of 9.5 mm nominal size at the rate
of 0.005cum per 10 sqm and at an approximate spacing
of 10 cm center to center in both directions, pressed
into surface when the temperature of surfaces not less
than 100 deg. C, protruding 1 mm to 4 mm over mastic
surface, all complete as per clause
Sqm 1 8.6 12
5.8 Providing and laying bituminous concrete with
100-120 TPH batch type hot mix plant producing an
average output of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent of mix and
filler, transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor control
to the required grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MORTH
specification clause No. 509 complete in all respects

Cum 1 8.6 12 0.05

Drainage Spouts complete as per drawing and
14.9 Technical specification
No. 1 4

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid dry
in front of toe of embankment complete as per drawing
15.4 and Technical specifications

Cum 4 3.53 5.41 0.3

Providing and laying Filter material underneath

pitching in slopes complete as per drawing and
15.5 Technical specification
Cum 4 3.53 5.41 0.6
 Provision of an Reinforced cementconcrete crash
barrier at the edges of the road, approaches to bridge
structures and medians, constructed with M-20 grade
concrete with HYSD reinforcement conforming to
IRC:21 and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre- moulded asphalt filler
board, keyed to the structure on which it is built and
installed as per design given in the enclosure to MOST
circular No. RW/NH - 33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved drawing and at
locations directed by the Engineer, all as
8.22 specified
Rmt 2 8.6

Flexible Apron :Construction of flexibleapron 1 m

thick comprising of loose stone boulders weighing not
less than apron 1 m thick comprising of loose stone
15.11 boulders weighing not less than
40 kg beyond curtain wall. Cum 0 1.6 9 0.5

Providing and laying Flooring complete as per drawing

and Technical specifications laid over cement concert
15.8 bedding.

B Cement Concrete blocks Grade M15 Cum 0 2 3 0.45

th 1 m and height 2 to 3

Quantity No. of str. Total Quantity

40.8
38.4
90.01
169.21 2 338.42

67.51
30.6
8.64
106.75 2 213.49

3.06
2.88
6.75
12.69 2 25.38

2.45
9.18
14.14
7.65
12.34
0
23.1
0
0
0
8.04
0
0
0
11.81
88.71 2 177.43

5.76 2 11.52

13.19
3.11
10.38
26.69 2 53.38

10.8
0.54
0.54
2.79
14.67 2 29.35

1.36
0.86
2.23 2 4.46

0.25

0.25 2 0.51

5.76 2 11.52
34 2 68

24.96
48.18
73.15 2 146.29

17.36 2 34.72

7.12 2 14.25

0 2 0

12.6 2 25.2
25.2 2 50.4

103.2 2 206.4

5.16 2 10.32

4 2 8

22.94 2 45.88

45.88 2 91.75
17.2 2 34.4

0 2 0

0 2 0
 Abstract of Quantity for Reconstruction of Box Culvert of 1 X 1.5m Span
Item Description Unit Quantity Rate (Rs.)
No.

Earth work in excavation of foundation of structures as

per drawing and technical specification, including
setting out, construction of shoring and bracing,
12.1
removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with
approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m Cum 21190 46.7

II Ordinary Rock (not requiring blasting)

B Mechanical Means
i) Depth upto 3 m Cum 14138 58.5

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and Technical
Specifications.
A PCC Grade M15 Cum 1589 5208

B PCC Grade M20 Cum 11527 5835

G RCC Grade M30 Cum 501 6389.7

Plain/Reinforced cement concrete in sub- structure

13.5
complete as per drawing and Technical Specifications

B PCC Grade M20

(p) Height upto 5m Cum 7999 6171.7

G RCC Grade M30

(p) Height upto 5m Cum 1409 6791

Supplying, Fitting and Placing un-coated HYSD

12.4 bar Reinforcement in Foundation complete as per
Drawing and Technical Specifications.
MT 197 60943.2

Supplying, fitting and placing HYSD bar reinforcement

13.6 in sub-structure complete as per drawing and
Technical Specifications
MT 39 61086.7

14.1 Furnishing and Placing Reinforced/

Prestressed cement concrete in super- structure as per
drawing and Technical Specification
C RCC Grade M 30
(p) Height upto 5m Cum 501 7420.7

14.2 Supplying, fitting and placing HYSD bar

reinforcement in super-structure complete as per MT 75 62393.2
drawing and technical specifications
 Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/ return
wall with 100 mm dia AC pipe, extending
13.8
through the full width of the structure with
slope of 1V :20H towards drawing foce. Complete
as per drawing and Technical Specifications

Nos. 5117 156.1

Back filling behind abutment, wing wall and return

13.9 wall complete as per drawing and Technical
Specification
A Granular Material Cum 13485 1096.6

Providing and laying of Filter media with granular

materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of
MoRTH specifications to a thickness of not less than
13.1 600 mm with smaller size towards the soil and bigger
size towards the wall and provided over the entire
surface behind abutment, wing wall and return
wall to the full height compacted to a firm condition
complete as per drawing and Technical Specification.

Cum 4058 2859

(ii) Providing & fixing 20 mm thick compressible

14.18 fibre board in expansion joint complete as per drawing
& Technical Specification.
Rmt 834 136.7

PCC M15 Grade leveling course below approach slab

14.1
complete as per drawing and Technical specification

Cum 1096 5008

Reinforced cement concrete approach slab including

14.11 reinforcement and formwork complete as per
drawing and Technical specification

Cum 2192 6297.1

 Providing and laying 12 mm thick mastic asphalt
wearing course on top of deck slab excluding prime
coat with paving grade bitumen meeting the
requirements given in table 500-29, prepared by using
mastic cooker and laid to required level and slope
after cleaning the surface, including providing antiskid
14.5 surface with bitumen precoated fine grained hard
stone chipping of 9.5 mm nominal size at the rate of
0.005cum per 10 sqm and at an approximate spacing
of 10 cm center to center in both directions, pressed
into surface when the temperature of surfaces
not less than 100 deg. C, protruding 1 mm to 4 mm
over mastic surface, all complete as per clause 515.

Sqm 8978 261.9

Providing and laying bituminous concrete with

100-120 TPH batch type hot mix plant producing
an average output of 75 tonnes per hour using
crushed aggregates of specified grading, premixed
with bituminous binder @ 5.4 to 5.6 per cent of
mix and filler, transporting the hot mix to work
5.8
site, laying with a hydrostatic paver finisher with
sensor control to the required grade, level and
alignment, rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per MORTH specification clause No.
509 complete in all respects

Cum 449 9086.2

Drainage Spouts complete as per drawing and

14.9
Technical specification
No. 348 6346.2

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid
15.4
dry in front of toe of embankment complete as per
drawing and Technical specifications

A Stone / Boulder Cum 2324 1524.5

Providing and laying Filter material underneath

15.5 pitching in slopes complete as per drawing and
Technical specification
Cum 4649 2510.3
 Provision of an Reinforced cement concrete crash
barrier at the edges of the road, approaches to
bridge structures and medians, constructed with
M-20 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia, 450
mm long at expansion joints filled with pre-moulded
8.22
asphalt filler board, keyed to the structure on
which it is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94- DO III dated 24 June 1994 as per
dimensions in the approved drawing and at locations
directed by the Engineer, all as specified

Rmt 1496 3690.5

Dismantling of Structures Dismantling of existing

structures like culverts, bridges, retaining walls and
other structure comprising of masonry, cement
concrete, wood work, steel work, including T&P and
2.4
scaffolding wherever necessary, sorting the dismantled
material, disposal of unserviceable material and
stacking the serviceable material with all lifts and
lead of 1000mtr

LS 10 519.7
Total Amount (Rs.)
Total Amount (in Crore)
1.5m Span
Amount (Rs.)

989,573.00

827,073.00

8,275,512.00
67,260,045.00
3,201,240.00

49,367,428.00

9,568,519.00

12,005,810.00

2,382,381.00

3,717,771.00

4,679,490.00
798,764.00

14,787,651.00

11,601,822.00

114,008.00

5,488,768.00

13,803,243.00
2,351,338.00

4,079,704.00

2,208,478.00

3,542,938.00

11,670,385.00
5,520,988.00

5,197.00
238,248,126.00
23.8248126
 Proposed 1 nos. X 1 Cell Box culvert Reconstruction of length 1 m and height 1 to 2
Length
Item
Description Unit No. (m)
No.
Earth work in excavation of foundation of structures
as per drawing and technical specification, including
setting out, construction of shoring and bracing,
12.1 removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with
approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
For Return Cum 4 2.94
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.94
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
Total

Plain/Reinforced Cement Concrete in Open Foundation

12.8 complete as per Drawing and Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6
For fixed apron Cum 0 1.6
For Box Cum 1 1.6
For Return Cum 4 2.94
Total

Plain/Reinforced Cement Concrete in Open Foundation

12.8 complete as per Drawing and Technical Specifications.

B PCC Grade M20

Cutoff wall Cum 2 13.6
U/s & D/s Cum 2 13.6
U/s Cum 1 13.6
D/s Cum 1 13.6
D/s Cum 1 13.6
Return wall Foundation Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Total
 G RCC Grade M30
Box Bottom slab Cum 1 1.6

Plain/Reinforced cement concrete in sub-structure

13.5 complete as per drawing and Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Total
Substructure Above 5m
Return wall Substructure Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12
Box Inner Walls Cum 0 12
Lower haunch Cum 2 0.15
Upper haunch Cum 2 0.15
Kerb Over return wall Cum 4 2.79
Total

Supplying, Fitting and Placing un- coated HYSD bar

12.4 Reinforcement in Foundation complete as per
Drawing and Technical Specifications.
Reinforcement @ 5kg/sqm MT 272.96
Reinforcement @ 150kg/cum MT 5.76
Total

Supplying, fitting and placing HYSD bar reinforcement

13.6 in sub-structure complete as per drawing and Technical
Specifications
Substructure Reinforcement @ 50.71
5kg/sqm MT
Total

Furnishing and Placing Reinforced/ Prestressed

14.1 cement concrete in super- structure as per drawing and
Technical Specification
C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6

Supplying, fitting and placing HYSD bar reinforcement

14.2 in super-structure complete as per drawing and
technical specifications MT 1 0.86

Providing weep holes in Brick masonry/Plain/

Reinforced concrete abutment, wing wall/ return wall
with

13.8
 100 mm dia AC pipe, extending through the full width of
the structure with slope of 1V :20H towards drawing
13.8 foce. Complete as per drawing and Technical
Specifications

Nos. 4 2.79

Back filling behind abutment, wing wall and return wall

13.9 complete as per drawing and Technical Specification

A Granular Material
Cum 4 2.79
Cum 2 2.79
Total Qty.
Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MoRTH
13.1 specifications to a thickness of not less than 600 mm
with smaller size towards the soil and bigger size
towards the wall and provided over the entire surface
behind abutment, wing wall and return wall to the full
height compacted to a firm condition complete as per Cum 4 2.79

(ii) Providing & fixing 20 mm thick compressible fibre

14.18 board in expansion joint complete as per drawing &
Technical Specification. Rmt 4 3.56

PCC M15 Grade leveling course below approach slab

14.1
complete as per drawing and Technical specification Cum 2 12

Reinforced cement concrete approach slab including

14.11 reinforcement and formwork complete as per drawing
and Technical specification Cum 2 12

Providing and laying 12 mm thick mastic asphalt

wearing course on top of deck slab excluding prime coat
with paving grade bitumen meeting the requirements
given in table 500-29, prepared by using mastic
cooker and laid to required level and slope after
14.5 cleaning the surface, including providing antiskid
surface with bitumen precoated fine grained hard stone
chipping of 9.5 mm nominal size at the rate of 0.005cum
per 10 sqm and at an approximate spacing of 10 cm
center to center in both directions, pressed into
surface when the temperature of surfaces not less Sqm 1 8.6
than 100 deg. C, protruding 1 mm to 4 mm over mastic
Providing and laying bituminous concrete with 100-
120 TPH batch type hot mix plant producing an
average output of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent of mix and
5.8
filler, transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor control to
the required grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MORTH Cum 1 8.6
specification clause No. 509 complete in
Drainage Spouts complete as per drawing and all respects
14.9 Technical specification No. 1
 Providing and laying Pitching on slopes laid over
15.4 prepared filter media including boulder apron laid dry in
front of toe of embankment complete as per drawing Cum 4 1.18
and Technical
Providing and specifications
laying Filter material underneath pitching
15.5 in slopes complete as per drawing and Technical
specification Cum 4 1.18
Provision of an Reinforced cement concrete crash
barrier at the edges of the road, approaches to
bridge structures and medians, constructed with M-
20 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia,
450 mm long at expansion joints filled with pre-
moulded asphalt filler board, keyed to the structure
8.22 on which it is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at locations
directed by the Engineer, all as specified

Rmt 2 8.6
Flexible Apron :Construction of flexible apron 1 m
thick comprising of loose stone boulders weighing
15.11 not less than
40 kg beyond curtain wall. Cum 0 1.6
Providing and laying Flooring complete as per drawing
15.8 and Technical specifications laid over cement concert
bedding.
B Cement Concrete blocks Grade M15 Cum 0 2
of length 1 m and height 1 to 2m
Width
Depth No. of str.
(m) Total
(m) Quantity
Quantity

1.5 2 40.8
12 2 38.4
3.82 2 90.01
169.21 25 4230.22

3.82 1.5 67.51

1.5 1.5 30.6
12 0.45 8.64
106.75 25 2668.66

1.5 0.15 3.06

3 0.15 0
12 0.15 2.88
3.82 0.15 6.75
12.69 25 317.27

0.2 0.45 2.45

0.45 0.75 9.18
1.3 0.8 14.14
0.75 0.75 7.65
1.65 0.55 12.34
0 1.72 0
1.2 1.72 23.1
0 2.92 0
0 2.92 0
0 0 0
0.6 1.2 8.04
0 0 0
0.6 0 0
0 3.52 0
0.3 3.52 11.81
88.71 25 2217.87
12 0.3 5.76 25 144

2.36 0.5 13.19

2.36 0.12 3.11
2.36 0.39 10.38
26.69 25 667.29

0 0.5 0
0 0 0
0 0 0
0 25 0

1.5 0.3 10.8

1.5 0.3 0
0.15 12 0.54
0.15 12 0.54
0.5 0.5 2.79
14.67 25 366.83

0.01 1.36
0.15 0.86
2.23 25 55.72

0.01 0.25
0.25 25 6.34

12 0.3 5.76 25 144

0.86 0.86 25 21.6

1 11 25 275

2.23 24.96
8.63 3.86 48.18
73.15 25 1828.65

2.59 0.6 17.36 25 433.98

0.5 7.12 25 178.1

3.5 0.15 12.6 25 315

3.5 0.3 25.2 25 630

12 103.2 25 2580

12 0.05 5.16 25 129

4 4 25 100
1.8 0.3 2.55 25 63.72

1.8 0.6 5.1 25 127.43

17.2 25 430

9 0.5 0 25 0

3 0.45 0 25 0
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 2 to
Description Unit No. Length
Item
No. (m)

Earth work in excavation of foundation of structures

as per drawing and technical specification,
including setting out, construction of shoring and
bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and
backfilling with approved material.
12.1
I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
For Return Cum 4 2.94
Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 2.94
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
Total

Plain/Reinforced Cement Concrete in Open Foundation

complete as per Drawing and Technical Specifications.
12.8
A PCC Grade M15
Below foundation
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
For Return Cum 4 2.94
Total

Plain/Reinforced Cement Concrete in Open Foundation

complete as per Drawing and Technical Specifications.
12.8
B PCC Grade M20
Cutoff wall Cum 2 13.6
U/s & D/s Cum 2 13.6
U/s Cum 1 13.6
D/s Cum 1 13.6
D/s Cum 1 13.6
Return wall Foundation Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
 Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6

Plain/Reinforced cement concrete in sub-structure

complete as per drawing and Technical Specifications
13.5
(p) Height upto 5m
Return wall Substructure Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Total
Substructure Above 5m
Return wall Substructure Cum 4 2.79
Cum 4 2.79
Cum 4 2.79
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12
Box Inner Walls Cum 0 12
Lower haunch Cum 2 0.15
Upper haunch Cum 2 0.15
Kerb Over return wall Cum 4 2.79
Total
Supplying, Fitting and Placing un- coated HYSD bar
Reinforcement in Foundation complete as per
Drawing and Technical Specifications.
12.4
Reinforcement @ 5kg/sqm MT 272.96
Reinforcement @ 150kg/cum MT 5.76
Total
Supplying, fitting and placing HYSD bar reinforcement
in sub-structure complete as per drawing and Technical
Specifications
13.6
Substructure Reinforcement @ 50.71
5kg/sqm MT
Total
Furnishing and Placing Reinforced/ Prestressed cement
concrete in super- structure as per drawing and
Technical Specification
14.1
C RCC Grade M 30
 (p) Height upto 5m
Solid slab Super structure Cum 1 1.6
Supplying, fitting and placing HYSD bar reinforcement
in super-structure complete as per drawing and
technical specifications
14.2
MT 1 0.86
Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/ return
wall with
13.8
100 mm dia AC pipe, extending through the full width
of the structure with slope of 1V :20H towards drawing
foce. Complete as per drawing and Technical
Specifications

Nos. 4 2.79
Back filling behind abutment, wing wall and return
wall complete as per drawing and Technical
Specification
13.9
A Granular Material
Cum 4 2.79
Cum 2 2.79
Total Qty.
Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than 600 mm
with smaller size towards the soil and bigger size
towards the wall and provided over the entire surface
behind abutment, wing wall and return wall to the
full height compacted to a firm condition complete as
per drawing and Technical Specification.

13.1
Cum 4 2.79
(ii) Providing & fixing 20 mm thick compressible fibre
board in expansion joint complete as per drawing &
Technical Specification.
14.18
Rmt 4 3.56
Providing and laying of a strip seal expansion joint
catering to maximum horizontal movement upto 70
mm, complete as per approved drawings and
standard specifications to be installed by the
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.

14.22
Rmt 0 12
PCC M15 Grade leveling course below approach slab
14.1 complete as per drawing and Technical specification
Cum 2 12
 Reinforced cement concrete approach slab including
reinforcement and formwork complete as per drawing
and Technical specification
14.11
Cum 2 12
Providing and laying 12 mm thick mastic asphalt
wearing course on top of deck slab excluding prime
coat with paving grade bitumen meeting the
requirements given in table 500-29, prepared by using
mastic cooker and laid to required level and slope
after cleaning the surface, including providing
antiskid surface with bitumen precoated fine grained
hard stone chipping of 9.5 mm nominal size at the rate
of 0.005cum per 10 sqm and at an approximate spacing
of 10 cm center to center in both directions, pressed
into surface when the temperature of surfaces not
less than 100 deg. C, protruding 1 mm to 4 mm over
mastic surface, all complete as per clause 515.

14.5
Sqm 1 8.6
Providing and laying bituminous concrete with 100-
120 TPH batch type hot mix plant producing an
average output of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent of mix
and filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per
MORTH specification clause No. 509 complete in all
respects

5.8
Cum 1 8.6
Drainage Spouts complete as per drawing and
14.9 Technical specification
No. 1
Providing and laying Pitching on slopes laid over
prepared filter media including boulder apron laid dry
in front of toe of embankment complete as per
drawing and Technical specifications
15.4

Cum 4 3.53
Providing and laying Filter material underneath
pitching in slopes complete as per drawing and
Technical specification
15.5

Cum 4 3.53
 Provision of an Reinforced cement concrete crash
barrier at the edges of the road, approaches to
bridge structures and medians, constructed with M-
20 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia,
450 mm long at expansion joints filled with pre-
moulded asphalt filler board, keyed to the structure
on which it is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at locations
directed by the Engineer, all as specified

8.22
Rmt 2 8.6
ngth 1 m and height 2 to 3
Width No. of Total
Depth Quantity
str. Quantity
(m) (m)

1.5 2 40.8
12 2 38.4
3.82 2 90.01
169.21 24 4061

3.82 1.5 67.51

1.5 1.5 30.6
12 0.45 8.64
106.75 24 2562

1.5 0.15 3.06

12 0.15 2.88
3.82 0.15 6.75
12.69 24 304.6

0.2 0.45 2.45

0.45 0.75 9.18
1.3 0.8 14.14
0.75 0.75 7.65
1.65 0.55 12.34
0 1.72 0
1.2 1.72 23.1
0 2.92 0
0 2.92 0
0 0 0
0.6 1.2 8.04
0 0 0
0.6 0 0
0 3.52 0
0.3 3.52 11.81
88.71 24 2129

12 0.3 5.76 24 138.2

2.36 0.5 13.19

2.36 0.12 3.11
2.36 0.39 10.38
26.69 24 640.6

0 0.5 0
0 0 0
0 0 0
0 24 0

1.5 0.3 10.8

1.5 0.3 0
0.15 12 0.54
0.15 12 0.54
0.5 0.5 2.79
14.67 24 352.2

0.01 1.36
0.15 0.86
2.23 24 53

0.01 0.25
0.25 24 6.09
12 0.3 5.76 24 138.2

0.86 24 21

3 34 24 816

2.23 24.96
8.63 3.86 48.18
73.15 24 1756

2.59 0.6 17.36 24 416.6

0.5 7.12 24 171

0 24 0

3.5 0.15 12.6 24 302.4

3.5 0.3 25.2 24 604.8

12 103.2 24 2477

12 0.05 5.16 24 123.8

4 4 24 96

5.41 0.3 22.94 24 550.5

5.41 0.6 45.88 24 1101

17.2 24 412.8
 Proposed 1 nos. X 1 Cell Box culvert Reconstruction of length 1 m and h
Item Description Unit No. Length
No. (m)

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing, removal
of stumps and other deleterious matter,
12.1 dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
For Return Cum 4 6.15
Total
Ordinary Rock (not requiring
II blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 6.15
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6
For fixed apron Cum 0 1.6
For Box Cum 1 1.6
For Return Cum 4 6.15
Total
 Plain/Reinforced Cement Concrete in Open
12.8 Foundation complete as per Drawing and
Technical Specifications.

B PCC Grade M20

Cutoff wall Cum 2 13.6
U/s & D/s Cum 2 13.6
U/s Cum 1 13.6
D/s Cum 1 13.6
D/s Cum 1 13.6
Return wall Foundation Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Cum 4 6
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 6
Cum 4 6
Cum 4 6
Total
Substructure Above 5m
Return wall Substructure Cum 4 6
Cum 4 6
Cum 4 6
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12
 Box Inner Walls Cum 0 12
Lower haunch Cum 2 0.15
Upper haunch Cum 2 0.15
Kerb Over return wall Cum 4 6
Total
Substructure above 5m
G(a) RCC Grade M30
Kerb Over return wall Cum 4 6
Box Outer Walls Cum 2 12
Box Inner Walls Cum 0 12
Upper haunch Cum 2 0.15

Total
Supplying, Fitting and Placing un- coated
HYSD bar Reinforcement in Foundation
12.4 complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 289.43

Reinforcement @ 150kg/cum MT 5.76
Total
Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete as
13.6 per drawing and Technical Specifications

Substructure Reinforcement @ 133.15

5kg/sqm MT
Total
Furnishing and Placing Reinforced/ Prestressed
cement concrete in super- structure as per
14.1 drawing and Technical Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6

Supplying, fitting and placing HYSD bar

reinforcement in super-structure complete as
14.2 per drawing and technical specifications

MT 1 0.86
 Providing weep holes in Brick masonry/Plain/
13.8 Reinforced concrete abutment, wing wall/
return wall with

100 mm dia AC pipe, extending through the

full width of the structure with slope of 1V :
20H towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 4 6
Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to a
thickness of not less than 600 mm with smaller
size towards the soil and bigger size towards
the wall and provided over the entire surface
13.1 behind abutment, wing wall and return wall
to the full height compacted to a firm
condition complete as per drawing and
Technical Specification.

Cum 4 6
(ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
14.18 complete as per drawing & Technical
Specification.

Rmt 4 6.2
Providing and laying of a strip seal expansion
joint catering to maximum horizontal
movement upto 70 mm, complete as per
approved drawings and standard
specifications to be installed by the
14.22 manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.

Rmt 0 12
 PCC M15 Grade leveling course below
14.1 approach slab complete as per drawing and
Technical specification

Cum 2 12
Reinforced cement concrete approach slab
including reinforcement and formwork
14.11 complete as per drawing and Technical
specification

Cum 2 12
Back filling behind abutment, wing wall and
13.9 return wall complete as per drawing
and Technical Specification

A Granular Material
Cum 4 6
Cum 2 6
Total Qty.
14.5 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab Sqm 1 8.6
excluding prime coat with paving grade
Providing and laying bituminous concrete
bitumen meeting the requirements given in
with 100-120 TPH batch type hot mix plant
table 500-29, prepared by using mastic
producing
cooker and an laidaverage output of 75
to required level andtonnes
slope
per hour using crushed aggregates of
after cleaning the surface, including
specified
providing grading, premixed withwith bituminous
antiskid surface bitumen
binder @ 5.4 to 5.6 per cent of mix andof
precoated fine grained hard stone chipping
filler,
9.5 mmtransporting
nominal sizethe hotrate
mixofto work
at the 0.005cum
site, laying with a hydrostatic
per 10 sqm and at an approximate spacing of paver
finisher with sensor control to the required
10 cm center to center in both directions,
grade, level and alignment, rolling with
5.8 pressed into surface when the temperature
smooth wheeled,
not lessvibratory
than 100 and tandem
of surfaces deg. C,
rollers to achieve the desired compaction
protruding 1 mm to 4 mm over mastic
as per MORTH specification
as per clause No. 509
surface, all complete clause 515.
complete in all respects

Cum 1 8.6
Drainage Spouts complete as per
14.9 drawing and Technical specification
No. 1
 Providing and laying Pitching on slopes laid
over prepared filter media including boulder
apron laid dry in front of toe of embankment
15.4 complete as per drawing and Technical
specifications

Cum 4 4.71
Providing and laying Filter material
15.5 underneath pitching in slopes complete as per
drawing and Technical specification

Cum 4 4.71

Provision of an Reinforced cement concrete

crash barrier at the edges of the road,
approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre- moulded asphalt filler board,
keyed to the structure on which it is built
and installed as per design given in the
enclosure to MOST circular No. RW/NH-
33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at
locations directed by the Engineer, all as
specified

Rmt 2 8.6
Flexible Apron :Construction of flexible
15.11 apron 1 m thick comprising of loose stone
boulders weighing not less than

40 kg beyond curtain wall. Cum 0 1.6

Providing and laying Flooring complete as per
drawing and Technical specifications laid over
15.8 cement concert bedding.

B Cement Concrete blocks Grade M15 Cum 0 2

tion of length 1 m and height 3-4 m
No. of Total
Width Depth Quantity
str. Quantity
(m) (m)

1.5 2 40.8
12 2 38.4
4.97 2 244.38
323.6 31 10031

4.97 1.5 183.28

1.5 1.5 30.6
12 0.45 8.64
222.5 31 6898.19

1.5 0.15 3.06

3 0.15 0
12 0.15 2.88
4.97 0.15 18.33
24.27 31 752.32
0.2 0.45 2.45
0.45 0.75 9.18
1.3 0.8 14.14
0.75 0.75 7.65
1.65 0.55 12.34
0 2.87 0
1.2 2.87 82.57
0 4.07 0
0 4.07 0
0 0 0
0.6 1.2 17.28
0 0 0
0.6 0 0
0 4.67 0
0.3 4.67 33.6
179.2 31 5555.7

12 0.3 5.76 31 178.56

3.5 0.5 42
3.5 0.33 27.3
3.5 1.08 91.02
160.3 31 4969.86

1.5 0.5 18
1.5 0.08 2.7
1.5 0.25 9
29.7 31 920.76

1.5 0.3 10.8

1.5 0.3 0
0.15 12 0.54
0.15 12 0.54
0.5 0.5 6
17.88 31 554.28

0.5 0.5 0
0 0.3 0
0 0.3 0
0.15 0 0

0 31 0

0.01 1.45
0.15 0.86
2.31 31 71.65

0.01 0.67
0.67 31 20.64

12 0.3 5.76 31 178.56

0.86 31 26.78
4 96 31 2976

5.37 0.6 77.34 31 2397.42

0.5 12.4 31 384.4

0 31 0
3.5 0.15 12.6 31 390.6

3.5 0.3 25.2 31 781.2

6.53 156.66
6.87 6.5 82.39
239.1 31 7410.61

12 103.2 31 3199.2

12 0.05 5.16 31 159.96

4 4 31 124
7.21 0.3 40.78 31 1264.11

7.21 0.6 81.56 31 2528.23

17.2 31 533.2

9 0.5 0 31 0

3 0.45 0 31 0
 Proposed 1 nos. X 1 Cell Box culvert of length 1 m and height 4 t
Item Description Unit No. Length

No. (m)

12.1 Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing, removal
of stumps and other deleterious matter,
dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
For Return Cum 4 7.65
Total
II Ordinary Rock (not requiring
blasting)
B Mechanical Means
i) Depth upto 3 m
For Return Cum 4 7.65
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
Total

12.8 Plain/Reinforced Cement Concrete in Open

Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15

Below foundation
For Cutoff Wall Cum 1 13.6
For Box Cum 1 1.6
For Return Cum 4 7.65
Total
12.8 Plain/Reinforced Cement Concrete in Open
Foundation complete as per Drawing and
Technical Specifications.

B PCC Grade M20

Cutoff wall Cum 2 13.6
U/s & D/s Cum 2 13.6
U/s Cum 1 13.6
D/s Cum 1 13.6
D/s Cum 1 13.6
Return wall Foundation Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Total
G RCC Grade M30
Box Bottom slab Cum 1 1.6

13.5 Plain/Reinforced cement concrete in sub-

structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Total
Substructure Above 5m
Return wall Substructure Cum 4 7.5
Cum 4 7.5
Cum 4 7.5
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 2 12
 Box Inner Walls Cum 0 12
Lower haunch Cum 2 0.15
Upper haunch Cum 2 0.15
Kerb Over return wall Cum 4 7.5
Total
Substructure above 5m
G(a) RCC Grade M30
Kerb Over return wall Cum 4 7.5
Box Outer Walls Cum 2 12
Box Inner Walls Cum 0 12
Upper haunch Cum 2 0.15

Total
12.4 Supplying, Fitting and Placing un- coated
HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 295.67

Reinforcement @ 150kg/cum MT 5.76
Total
13.6 Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete as
per drawing and Technical Specifications

Substructure Reinforcement @ 172.27

5kg/sqm MT
Total
14.1 Furnishing and Placing Reinforced/
Prestressed cement concrete in super-
structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 1.6
14.2 Supplying, fitting and placing HYSD bar
reinforcement in super-structure complete
as per drawing and technical specifications

MT 1 0.86
13.8 Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/
return wall with

100 mm dia AC pipe, extending through the

full width of the structure with slope of 1V :
20H towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 4 7.5
13.9 Back filling behind abutment, wing wall and
return wall complete as per drawing and
Technical Specification
Granular Material
Cum 4 7.5
Cum 2 7.5
Total Qty.
13.1 Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in clause
2504.2.2. of MoRTH specifications to a
thickness of not less than 600 mm with smaller
size towards the soil and bigger size towards
the wall and provided over the entire surface
behind abutment, wing wall and return wall to
the full height compacted to a firm condition
complete as per drawing and Technical
Specification.

Cum 4 7.5
14.18 (ii) Providing & fixing 20 mm thick compressible
fibre board in expansion joint complete as
per drawing & Technical Specification.

Rmt 4 7.2
14.22 Providing and laying of a strip seal expansion
joint catering to maximum horizontal movement
upto 70 mm, complete as per approved
drawings and standard specifications to be
installed by the manufacturer/supplier or their
authorised representative ensuring compliance
to the manufacturer's instructions for
installation.

Rmt 0 12
14.1 PCC M15 Grade leveling course below
approach slab complete as per drawing and
Technical specification
Cum 2 12
14.11 Reinforced cement concrete approach slab
including reinforcement and formwork
complete as per drawing and Technical
specification
Cum 2 12
14.5 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic
cooker and laid to required level and slope
after cleaning the surface, including
providing antiskid surface with bitumen
precoated fine grained hard stone chipping of
9.5 mm nominal size at the rate of 0.005cum
per 10 sqm and at an approximate spacing of
10 cm center to center in both directions,
pressed into surface when the temperature
of surfaces not less than 100 deg. C,
protruding 1 mm to 4 mm over mastic surface,
all complete as per clause 515.

Sqm 1 8.6
5.8 Providing and laying bituminous concrete
with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes
per hour using crushed aggregates of
specified grading, premixed with bituminous
binder @ 5.4 to 5.6 per cent of mix and
filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with
sensor control to the required grade, level and
alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve
the desired compaction as per MORTH
specification clause No. 509 complete in all
respects

Cum 1 8.6
14.9 Drainage Spouts complete as per
drawing and Technical specification
No. 1
15.4 Providing and laying Pitching on slopes laid
over prepared filter media including boulder
apron laid dry in front of toe of embankment
complete as per drawing and Technical
specifications
Cum 4 5.89
15.5 Providing and laying Filter material underneath
pitching in slopes complete as per drawing and
Technical specification
Cum 4 5.89
Provision of an Reinforced cement concrete
crash barrier at the edges of the road,
approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
filled with pre- moulded asphalt filler board,
keyed to the structure on which it is built and
installed as per design given in the enclosure
to MOST circular No. RW/NH - 33022/1/94-DO
III dated 24 June 1994 as per dimensions in
the approved drawing and at locations directed
by the Engineer, all as specified

Rmt 2 8.6

15.11 Flexible Apron :Construction of flexible apron

1 m thick comprising of loose stone
boulders weighing not less than
40 kg beyond curtain wall. Cum 0 1.6

15.8 Providing and laying Flooring complete as per

drawing and Technical specifications laid over
cement concert bedding.
B Cement Concrete blocks Grade M15 Cum 0 2
th 1 m and height 4 to 5 m
Width No. of Total
Depth Quantity
str. Quantity
(m) (m)

1.5 2 40.8
12 2 38.4
5.4 2 330.48
409.7 7 2868

5.4 1.5 247.86

1.5 1.5 30.6
12 0.45 8.64
287.1 7 2009.7

1.5 0.15 3.06

12 0.15 2.88
5.4 0.15 24.79
30.73 7 215.08
0.2 0.45 2.45
0.45 0.75 9.18
1.3 0.8 14.14
0.75 0.75 7.65
1.65 0.55 12.34
0 3.3 0
1.2 3.3 118.8
0 4.5 0
0 4.5 0
0 0 0
0.6 1.2 21.6
0 0 0
0.6 0 0
0 5.1 0
0.3 5.1 45.9
232.1 7 1624

12 0.3 5.76 7 40

3.5 0.5 52.5

3.5 0.43 44.63
3.5 1.42 148.75
245.9 7 1721

2.5 0.5 37.5

2.5 0.13 9.38
2.5 0.42 31.25
78.13 7 546.88

1.5 0.3 10.8

1.5 0.3 0
0.15 12 0.54
0.15 12 0.54
0.5 0.5 7.5
19.38 7 135.66

0.5 0.5 0
0 0.3 0
0 0.3 0
0.15 0 0

0 7 0

0.01 1.48
0.15 0.86
2.34 7 16.4

0.01 0.86
0.86 7 6.03

12 0.3 5.76 7 40

0.86 7 6.05
5 150 7 1050

8.76 262.8
6.2 7.5 93
355.8 7 2490.6

6.42 0.6 115.64 7 809.49

0.5 14.4 7 100.8

0 7 0
3.5 0.15 12.6 7 88.2

3.5 0.3 25.2 7 176.4

12 103.2 7 722.4

12 0.05 5.16 7 36

4 4 7 28
9.01 0.3 63.72 7 446.01

9.01 0.6 127.43 7 892.01

17.2 7 120.4

9 0.5 0 7 0

3 0.45 0 7 0
 Abstract of Quantity for Reconstruction of Flush Causeway
Description Unit Quantity Rate (Rs.)
Item No.

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing, removal of
12.1 stumps and other deleterious matter, dressing
of sides and bottom and backfilling with
approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m Cum 1508 46.7
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m Cum 339 58.5

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15 Cum 151 5208

B PCC Grade M20 Cum 414 5835
G RCC Grade M30 Cum 226 6389.7
Plain/Reinforced cement concrete in sub-
13.5 structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m Cum 104 6171.7
G RCC Grade M30
(p) Height upto 5m Cum 396 6791
Supplying, Fitting and Placing un-coated
HYSD bar Reinforcement in Foundation
12.4 complete as per Drawing and Technical
Specifications.

MT 40 60943.2
Supplying, fitting and placing HYSD bar
13.6 reinforcement in sub-structure complete as
per drawing and Technical Specifications

MT 1 61086.7
 Furnishing and Placing Reinforced/ Prestressed
cement concrete in super- structure as per
14.1 drawing and Technical Specification

C RCC Grade M 30
(p) Height upto 5m Cum 72 7420.7
Supplying, fitting and placing HYSD bar
14.2 reinforcement in super-structure complete as
per drawing and technical specifications

MT 56 62393.2
Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100 mm
dia AC pipe, extending through the full width of
the structure with slope of 1V :20H
13.8 towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 84 156.1
Back filling behind abutment, wing wall and
13.9 return wall complete as per drawing and
Technical Specification

A Granular Material Cum 425 1096.6

Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to a
thickness of not less than 600 mm with smaller
size towards the soil and bigger size towards
the wall and provided over the entire surface
13.1 behind abutment, wing wall and return
wall to the full height compacted to a firm
condition complete as per drawing and
Technical Specification.

Cum 57 2859
(ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
14.18 complete as per drawing & Technical
Specification.
 Rmt 17 136.7
PCC M15 Grade leveling course below approach
14.1 slab complete as per drawing and Technical
specification

Cum 25 5008
Reinforced cement concrete approach slab
including reinforcement and formwork
14.11 complete as per drawing and Technical
specification

Cum 50 6297.1
Providing and laying 12 mm thick mastic asphalt
wearing course on top of deck slab excluding
prime coat with paving grade bitumen
meeting the requirements given in table
500-29, prepared by using mastic cooker
and laid to required level and slope after
cleaning the surface, including providing
antiskid surface with bitumen precoated fine
grained hard stone chipping of 9.5 mm
nominal size at the rate of 0.005cum per
10 sqm and at an approximate spacing of 10 cm
14.5 center to center in both directions, pressed into
surface when the temperature of surfaces not
less than 100 deg. C, protruding 1 mm to
4 mm over mastic surface, all complete as
per clause

Sqm 922 261.9

 Providing and laying bituminous concrete
with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes
per hour using crushed aggregates of specified
grading, premixed with bituminous binder @
5.4 to 5.6 per cent of mix and filler,
transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor
control to the required grade, level and
5.8 alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH specification
clause No. 509 complete in all respects

Cum 46 9086.2

Drainage Spouts complete as per drawing

14.9 and Technical specification
No. 104 6346.2

Providing and laying Pitching on slopes laid

over prepared filter media including boulder
apron laid dry in front of toe of embankment
15.4 complete as per drawing and Technical
specifications

A Stone / Boulder Cum 46 1524.5

Providing and laying Filter material

15.5 underneath pitching in slopes complete as
per drawing and Technical specification

Cum 92 2510.3
 Provision of an Reinforced cement concrete
crash barrier at the edges of the road,
approaches to bridge structures and medians,
constructed with M-20 grade concrete with
HYSD reinforcement conforming to IRC:21 and
dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre-moulded
8.22 asphalt filler board, keyed to the structure
on which it is built and installed as per
design given in the enclosure to MOST
circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as

per dimensions in the approved drawing and at
locations directed by the Engineer, all as
specified

Rmt 154 3690.5

Dismantling of Structures
Dismantling of existing structures like
culverts, bridges, retaining walls and other
structure comprising of masonry, cement
concrete, wood work, steel work, including
T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of
2.4 unserviceable material and stacking the
serviceable material with all lifts and lead
of1000 metres

LS 10 519.7
Total Amount (Rs.)
Total Amount (in Crore)
way
Amount (Rs.)

70,424.00

19,832.00

786,408.00
2,415,690.00
1,444,072.00

641,857.00

2,689,236.00

2,437,728.00

61,087.00
534,290.00

3,494,019.00

13,112.00

466,055.00

162,963.00
2,324.00

125,200.00

314,855.00

241,472.00
417,965.00

660,005.00

70,127.00

230,948.00
568,337.00

5,197.00
17,873,203.00
1.7873203
 Proposed 4 nos. X 2 Cell Box culvert Reconstruction of length 2 and
Length
Unit No. (m)
S.No. Description

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
12.1 construction of shoring and bracing, removal
of stumps and other deleterious matter,
dressing of sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 31.6
For Box Cum 4 4.9
For Return Cum 4 3.65
Total
Ordinary Rock (not requiring
II
blasting)
B Mechanical Means
i) Depth upto 3 m
For Box Cum 4 4.9
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications
A PCC Grade M15
Below foundation
For Cutoff Wall Cum 1 31.6
For Box Cum 4 4.9
For Return Cum 4 3.65
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.
B PCC Grade M20
 Cutoff wall Cum 2 31.6
U/s & D/s Cum 2 31.6
U/s Cum 1 31.6
D/s Cum 1 31.6
D/s Cum 1 31.6
Return wall Foundation Cum 4 3.5
Cum 4 3.5
Cum 4 3.5
Cum 4 3.5
Total
G RCC Grade M30
Box Bottom slab Cum 4 4.9

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and
Technical Specifications
B PCC Grade M20
(p) Height upto 5m
Return wall Substructure Cum 4 3.5
Cum 4 3.5
Cum 4 3.5
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 8 12
Box Inner Walls Cum 4 12
Kerb Over return wall Cum 4 3.5
Total

Supplying, Fitting and Placing un- coated

HYSD bar Reinforcement in Foundation
12.4
complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 467.87

Total

Supplying, fitting and placing HYSD bar

13.6 reinforcement in sub-structure complete as
per drawing and Technical Specifications

Substructure Reinforcement @ MT 65.08

 MT 65.08
5kg/sqm
Total

Furnishing and Placing

Reinforced/Prestressed cement concrete in
14.1
super- structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 4 2

Supplying, fitting and placing HYSD bar

14.2 reinforcement in super-structure complete as
per drawing and technical specifications

MT 4 4.32

Providing weep holes in Brick

masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the
13.8 full width of the structure with slope of 1V :
20H towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 4 3.5
Back filling behind abutment, wing wall and
13.9 return wall complete as per drawing and
Technical Specification
A Granular Material
Cum 4 3.5
Total Qty.
 Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to
a thickness of not less than 600 mm with
smaller size towards the soil and bigger
13.1 size towards the wall and provided over the
entire surface behind abutment, wing wall
and return wall to the full height compacted
to a firm condition complete as per drawing
and Technical Specification.

Cum 4 3.5

(ii) Providing & fixing 20 mm thick

compressible fibre board in expansion joint
14.18 complete as per drawing & Technical
Specification.
Rmt 4 4.1
PCC M15 Grade leveling course below
approach slab complete as per drawing and
14.1 Technical specification
Cum 2 12

Reinforced cement concrete approach slab

including reinforcement and formwork
14.11 complete as per drawing and Technical
specification
Cum 2 12
 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic cooker
and laid to required level and slope after
cleaning the surface, including providing
antiskid surface with bitumen precoated fine
14.5 grained hard stone chipping of 9.5 mm
nominal size at the rate of 0.005cum per 10
sqm and at an approximate spacing of 10 cm
center to center in both directions, pressed
into surface when the temperature of surfaces
not less than 100 deg. C, protruding 1 mm to
4 mm over mastic surface, all complete as
per clause 515

Sqm 1 26.6

Providing and laying bituminous

concrete with 100-120 TPH batch type hot mix

plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous
binder @ 5.4 to 5.6 per cent of mix and
filler, transporting the hot mix to work site,
5.8 laying with a hydrostatic paver finisher with
sensor control to the required grade, level
and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH
specification clause No. 509 complete in all
respects

Cum 1 26.6
Drainage Spouts complete as per drawing
14.9 and Technical specification
No. 4
 Providing and laying Pitching on slopes laid
over prepared filter media including boulder
apron laid dry in front of toe of embankment
15.4 complete as per drawing and Technical
specifications

Cum 4 3.53
Providing and laying Filter material
underneath pitching in slopes complete as per
15.5 drawing and Technical specification
Cum 4 3.53

Provision of an Reinforced cementconcrete

crash barrier at the edges of the road,
approaches to bridge structures and medians,
constructed with M-20 grade concrete with
HYSD reinforcement conforming to IRC:21
and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre- moulded
8.22 asphalt filler board, keyed to the structure on
which it is built and installed as per design
given in the enclosure to MOST circular No.
RW/NH - 33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved
drawing and at locations directed by the
Engineer, all as specified

Rmt 2 26.6
uction of length 2 and height 3 m
Width Depth
No. of
(m) Total
(m) Quantity str.
Quantity

1.5 1.5 71.1

12 1.5 352.8
4.06 1.5 88.85
512.75 1 513

12 0.45 105.84
105.84 1 106

1.5 0.15 7.11

12 0.15 35.28
4.06 0.15 8.88
51.27 1 51.3
0.2 0.45 5.69
0.45 0.75 21.33
1.3 0.8 32.86
0.75 0.75 17.78
1.65 0.55 28.68
0 1.96 0
1.2 1.96 32.88
0.6 1.2 10.08
0.3 3.76 15.78
165.07 1 165

12 0.3 70.56 1 70.6

2.9 0.5 20.3

2.9 0.15 5.89
2.9 0.48 19.63
45.82 1 45.8

3 0.3 86.4
3 0.3 43.2
0.5 0.5 3.5
133.1 1 133

0.01 2.34
12.92 1 12.9

0.01
0.33
0.01
0.33

0.33 1 0.33

12 0.3 28.8 1 28.8

4.32 17.28 1 17.3

3 42 1 42

2.92 40.91
40.91 1 40.9
3.16 0.6 26.52 1 26.5

0.5 8.2 1 8.2

3.5 0.15 12.6 1 12.6

3.5 0.3 25.2 1 25.2

12 319.2 1 319

12 0.05 15.96 1 16

8 32 1 32
5.41 0.3 22.94 1 22.9

5.41 0.6 45.88 1 45.9

53.2 1 53.2
 Proposed 6 nos. X 3 Cell Box culvert Reconstruction of length 2
Unit No. Length
Item No. Description
(m)

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
12.1 construction of shoring and bracing, removal
of stumps and other deleterious matter,
dressing of sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Cutoff Wall Cum 1 55.2
For Box Cum 6 7.2
For Return Cum 4 3.65
Total
Ordinary Rock (not requiring
II
blasting)
B Mechanical Means
i) Depth upto 3 m
For Box Cum 6 7.2
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.
A PCC Grade M15
Below foundation
For Cutoff Wall Cum 1 55.2
For Box Cum 6 7.2
For Return Cum 4 3.65
Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.
B PCC Grade M20
Cutoff wall Cum 2 55.2
 U/s & D/s Cum 2 55.2
U/s Cum 1 55.2
D/s Cum 1 55.2
D/s Cum 1 55.2
Return wall Foundation Cum 4 3.5
Cum 4 3.5
Cum 4 3.5
Cum 4 3.5
Total
G RCC Grade M30
Box Bottom slab Cum 6 7.2

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and
Technical Specifications
B PCC Grade M20
(p) Height upto 5m
Return wall Substructure Cum 4 3.5
Cum 4 3.5
Cum 4 3.5
Total
G RCC Grade M30
(p) Height upto 5m
Box Outer Walls Cum 12 12
Box Inner Walls Cum 12 12
Kerb Over return wall Cum 4 3.5
Total

Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
12.4
complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 781.79

Total

Supplying, fitting and placing HYSD bar

13.6 reinforcement in sub-structure complete as
per drawing and Technical Specifications

Substructure Reinforcement @ MT 78.42

5kg/sqm
 Total

Furnishing and Placing

Reinforced/Prestressed cement concrete in
14.1 super- structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 6 2
Supplying, fitting and placing HYSD bar
MT 6
14.2 reinforcement in super-structure complete as
6.48
per drawing and technical specifications

Providing weep holes in

Brickmasonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the
13.8 full width of the structure with slope of 1V :
20H towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 4 3.5
Back filling behind abutment, wing wall and
13.9 return wall complete as per drawing and
Technical Specification
A Granular Material
Cum 4 3.5
Cum 12 3.5
Total Qty.
 Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to
a thickness of not less than 600 mm with
smaller size towards the soil and bigger
13.1 size towards the wall and provided over the
entire surface behind abutment, wing wall and
return wall to the full height compacted to a
firm condition complete as per drawing and
Technical Specification.

Cum 4 3.5

(ii) Providing & fixing 20 mm thick

compressible fibre board in expansion joint
14.18 complete as per drawing & Technical
Specification.
Rmt 4 4.56
PCC M15 Grade leveling course below
approach slab complete as per drawing and
14.1 Technical specification
Cum 2 12

Reinforced cement concrete approach slab

including reinforcement and formwork
14.11 complete as per drawing and Technical
specification
Cum 2 12
 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic cooker
and laid to required level and slope after
cleaning the surface, including providing
antiskid surface with bitumen precoated fine
14.5 grained hard stone chipping of 9.5 mm
nominal size at the rate of 0.005cum per 10
sqm and at an approximate spacing of 10 cm
center to center in both directions, pressed
into surface when the temperature of surfaces
not less than 100 deg. C, protruding 1 mm to 4
mm over mastic surface, all complete as
per clause 515

Sqm 1 50.2

Providing and laying bituminous

concrete with 100-120 TPH batch type hot mix
plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous
binder @ 5.4 to 5.6 per cent of mix and filler,
transporting the hot mix to work site, laying
5.8 with a hydrostatic paver finisher with sensor
control to the required grade, level and
alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH
specification clause No. 509 complete in all
respects

Cum 1 50.2
Drainage Spouts complete as per
14.9
drawing and Technical specification No. 6
 Providing and laying Pitching on slopes laid
over prepared filter media including boulder
apron laid dry in front of toe of embankment
15.4 complete as per drawing and Technical
specifications

Cum 4 3.53
Providing and laying Filter material
underneath pitching in slopes complete as per
15.5 drawing and Technical specification
Cum 4 3.53

Provision of an Reinforced cement concrete

crash barrier at the edges of the road,
approaches to bridge structures and medians,
constructed with M-20 grade concrete with
HYSD reinforcement conforming to IRC:21
and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre- moulded
8.22 asphalt filler board, keyed to the structure on
which it is built and installed as per design
given in the enclosure to MOST circular No.
RW/NH - 33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved
drawing and at locations directed by the
Engineer, all as specified

Rmt 2 50.2
nstruction of length 2 m and height 3
Width Depth No. of
Quantity Total Quantity
(m) (m) str.

1.5 1.5 124.2

12 1.5 777.6
4.26 1.5 93.23
995.03 1 995.03

12 0.45 233.28
233.28 1 233.28

1.5 0.15 12.42

12 0.15 77.76
4.26 0.15 9.32
99.5 1 99.5

0.2 0.45 9.94

0.45 0.75 37.26
1.3 0.8 57.41
0.75 0.75 31.05
1.65 0.55 50.09
0 2.16 0
1.2 2.16 36.24
0.6 1.2 10.08
0.3 3.96 16.62
248.69 1 248.69

12 0.3 155.52 1 155.52

3.36 0.5 23.53

3.36 0.17 7.91
3.36 0.56 26.38
57.82 1 57.82

3 0.3 129.6
3 0.3 129.6
0.5 0.5 3.5
262.7 1 262.7

0.01 3.91
27.24 1 27.24

0.01
0.39
 0.39 1 0.39

12 0.3 43.2 1 43.2

6.48 38.88 1 38.88

3 42 1 42

3.59 50.25
7.96 4.86 334.24
384.48 1 384.48
3.64 0.6 30.61 1 30.61

0.5 9.12 1 9.12

3.5 0.15 12.6 1 12.6

3.5 0.3 25.2 1 25.2

12 602.4 1 602.4

12 0.05 30.12 1 30.12

12 72 1 72
5.41 0.3 22.94 1 22.94

5.41 0.6 45.88 1 45.88

100.4 1 100.4
 Abstract Sheet for Widening of Slab Culvert for 1 x 1-1.50m Span
Unit Quantity
Item No. Description

Earth work in excavation of foundation of structures

as per drawing and technical specification, including
setting out, construction of shoring and
12.1
bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m Cum 14,490.37

II Ordinary Rock (not requiring blasting)

B Mechanical Means
i) Depth upto 3 m Cum 10,867.78

Plain/Reinforced Cement Concrete in Open Foundation

12.8
complete as per Drawing and Technical Specifications.

A PCC Grade M15 Cum 974

B PCC Grade M20 Cum 5,543.64

Plain/Reinforced cement concrete in sub-structure

13.5
complete as per drawing and Technical Specifications

B PCC Grade M20

(p) Height upto 5m Cum 7,656.00

G RCC Grade M30

(p) Height upto 5m Cum 261

Supplying, Fitting and Placing un- coated HYSD bar

12.4 Reinforcement in Foundation complete as per
Drawing and Technical Specifications. MT 11.26

Supplying, fitting and placing HYSD bar reinforcement

13.6 in sub-structure complete as per drawing and
Technical
Specifications
 MT 30.7

Furnishing and Placing Reinforced/Prestressed

14.1 cement concrete in super- structure as per drawing and
Technical Specification
C RCC Grade M 30
(p) Height upto 5m Cum 261

Supplying, fitting and placing HYSD bar reinforcement

in super-structure complete as per drawing and
14.2 technical specifications

MT 39.15

Providing weep holes in Brick masonry/Plain/

Reinforced concrete abutment, wing wall/ return
wall with 100 mm dia AC pipe, extending through the
13.8
full width of the structure with slope of 1V :20H
towards drawing foce. Complete as per drawing and
Technical Specifications

Nos. 5,172.00

Back filling behind abutment, wing wall and return

13.9 wall complete as per drawing and Technical
Specification
A Granular Material Cum 8,410.83
Cum 4,175.05

Providing and laying of Filter media with granular

materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of
MoRTH specifications to a thickness of not less than 600
13.1 mm with smaller size towards the soil and bigger
size towards the wall and provided over the entire
surface behind abutment, wing wall and return wall
to the full height compacted to a firm condition
complete as per drawing and Technical Specification.

Extra
Providing and fixing in position bituminous paper
Item of
bearing for slabs as per approved drawing and
Chapter-
confirming to IS:1398.
13
Sqm 556.8
 (ii) Providing & fixing 20 mm thick compressible fibre
14.18 board in expansion joint complete as per drawing &
Technical Specification.
Rmt 435

PCC M15 Grade leveling course below approach slab

14.1
complete as per drawing and Technical specification

Cum 730.8

Reinforced cement concrete approach slab including

14.11 reinforcement and formwork complete as per drawing
and Technical specification
Cum 1,461.60

Providing and laying 12 mm thick mastic asphalt

wearing course on top of deck slab excluding prime
coat with paving grade bitumen meeting the
requirements given in table 500-29, prepared by using
mastic cooker and laid to required level and slope
after cleaning the surface, including providing
14.5 antiskid surface with bitumen precoated fine grained
hard stone chipping of 9.5 mm nominal size at the rate
of 0.005cum per 10 sqm and at an approximate spacing
of 10 cm center to center in both directions, pressed
into surface when the temperature of surfaces not
less than 100 deg. C, protruding 1 mm to 4 mm over
mastic surface, all complete as per clause 515.

Sqm 5,707.20
 Cum 285.36

Providing and laying bituminous concrete with 100-

120 TPH batch type hot mix plant producing an
average output of 75 tonnes per hour using crushed
aggregates of specified grading, premixed with
bituminous binder @ 5.4 to 5.6 per cent of mix
and filler, transporting the hot mix to work site,
5.8
laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per
MORTH specification clause No. 509 complete in all
respects

Drainage Spouts complete as per drawing and No. 116

14.9
Technical specification

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid dry
15.4
in front of toe of embankment complete as per drawing
and Technical specifications
Cum 1,172.36

Providing and laying Filter material underneath

15.5 pitching in slopes complete as per drawing and
Technical specification
Cum 2,344.72
Rmt 951.2

Provision of an Reinforced cement concrete crash

barrier at the edges of the road, approaches to
bridge structures and medians, constructed with M-
20 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia,
450 mm long at expansion joints filled with pre-
8.22
moulded asphalt filler board, keyed to the structure
on which it is built and installed as per design given in
the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at locations
directed by the Engineer, all as specified

Dismantling of Structures
Dismantling of existing structures like culverts,
bridges, retaining walls and other structure

2.4
 bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood
work, steel work, including T&P and scaffolding
2.4
wherever necessary, sorting the dismantled material,
disposal of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres LS 40
Total Amount (Rs.)
Total Amount (in Crore)
r 1 x 1-1.50m Span
Rate (Rs.) Amount (Rs.)

46.7 676,700.00

58.5 635,765.00

5208 5,072,592.00
5835 32,347,139.00

6171.7 47,250,535.00

6791 1,772,451.00

60943.2 686,220.00
61086.7 1,875,362.00

7420.7 1,936,803.00

62393.2 2,442,694.00

156.1 807,349.00

1096.6 9,223,316.00
2859 11,936,468.00

60 33,408.00
136.7 59,465.00

5008 3,659,846.00

6297.1 9,203,841.00

261.9 1,494,716.00
9086.2 2,592,838.00

6346.2 736,159.00

1524.5 1,787,263.00

2510.3 5,885,951.00
3690.5 3,510,404.00
519.7 20,788.00
145,648,073.00
14.5648073
 Proposed 1 x 1-1.50 m Span Slab Culvert Widening -2 lane standard upto
Item No. Description Unit No. Length
(m)
Earth work in excavation of foundation of
structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing, removal
12.1 of stumps and other deleterious matter,
dressing of sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub Total
Ordinary Rock (not requiring blasting)
II

B Mechanical Means
i) Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.

A PCC Grade M15

Below foundation
For Abutment Cum 2 12
For Return Cum 4 3
Sub Total
Total

B PCC Grade M20

Return wall Foundation Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Total
 Plain/Reinforced cement concrete in sub-
13.5 structure complete as per drawing and
Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Return wall Substructure Cum 4 3.5
Cum 4 4.5
Cum 4 4.5
Total
G RCC Grade M30
(p) Height upto 5m
Kerb Over return wall Cum 4 4.5
Total

Supplying, Fitting and Placing un-coated

HYSD bar Reinforcement in Foundation
12.4 complete as per Drawing and Technical
Specifications.

Reinforcement @ 5kg/sqm MT 38.81

Sub Total

Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete as
13.6 per drawing and Technical Specifications

Substructure Reinforcement @ MT
5kg/sqm 105.88
Sub Total

Furnishing and Placing

Reinforced/Prestressed cement concrete in
14.1 super- structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 4.5
 Supplying, fitting and placing HYSD bar
reinforcement in super-structure complete as
14.2 per drawing and technical specifications

Super structure MT 1 0.675

Total

Providing weep holes in Brick

masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the
full width of the structure with slope of 1V :
13.8 20H towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 2 12
Nos. 4 3.5
Total Qty.

Back filling behind abutment, wing wall and

13.9 return wall complete as per drawing and
Technical Specification

A Granular Material Cum 2 10.03

Cum 4 3.5
Cum 2 2.27
Total Qty.
 Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to
a thickness of not less than 600 mm with
smaller size towards the soil and bigger
size towards the wall and provided over the
entire surface behind abutment, wing wall
13.1 and return wall to the full height compacted
to a firm condition complete as per drawing
and Technical Specification.

Cum 2 12
Cum 4 3.5
Total Qty.
Providing and fixing in position
Extra
bituminous paper bearing for slabs as per
Item of
approved drawing and confirming to IS:1398.
Chapter-
13
Sqm 2 12
(ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
14.18 complete as per drawing & Technical
Specification.

Rmt 4 3.75
PCC M15 Grade leveling course below
14.10 approach slab complete as per drawing and
Technical specification

Cum 2 12
Reinforced cement concrete approach slab
including reinforcement and formwork
14.11 complete as per drawing and Technical
specification

Cum 2 12
 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic cooker
and laid to required level and slope after
cleaning the surface, including providing
antiskid surface with bitumen precoated fine
grained hard stone chipping of 9.5 mm
nominal size at the rate of 0.005cum per 10
sqm and at an approximate spacing of 10 cm
14.5 center to center in both directions, pressed
into surface when the temperature of surfaces
not less than 100 deg. C, protruding 1 mm to
4 mm over mastic surface, all complete as
per clause-515

Sqm 1 8.2

Providing and laying bituminous

concrete with 100-120 TPH batch type hot mix
plant producing an average output of 75
tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous
binder @ 5.4 to 5.6 per cent of mix and
filler, transporting the hot mix to work site,
laying with a hydrostatic paver finisher with
sensor control to the required grade, level
5.8 and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH
specification clause No. 509 complete in all
respects
 Cum 1 8.2

Drainage Spouts complete as per drawing

14.9 and Technical specification
No. 1

Providing and laying Pitching on slopes laid

over prepared filter media including boulder
apron laid dry in front of toe of embankment
15.4 complete as per drawing and Technical
specifications

Cum 4 2.36
Providing and laying Filter material
15.5 underneath pitching in slopes complete as per
drawing and Technical specification

Cum 4 2.36

Provision of an Reinforced cement

concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm
dia, 450 mm long at expansion joints filled
with pre- moulded asphalt filler board, keyed
to the structure on which it is built and
installed as per design given in the enclosure
to MOST circular No. RW/NH - 33022/1/94-
DO III dated 24 June 1994 as per dimensions
in the approved drawing and at locations
directed by the Engineer, all as
specified

Rmt 2 8.2
ning -2 lane standard upto 1m Ht No. of Total
Width Depth Quantity str. Quantity
(m) (m)

3.155 2 155.23
3.24 2 94.61
249.83 2 499.67

3.155 1.5 116.42

3.24 1.5 70.96
187.38 2 374.75

3.16 0.15 11.36

4.3 0.15 7.74
19.1
19.1 2 38.2

0 2.7 -
1.2 2.7 58.32
0.6 1.2 12.96
0.3 4.5 24.3
95.58 2 191.16
3.5 0.5 31.5
3.5 0.216 13.64
3.5 1.084 68.26
1.5 0.5 10.5
1.5 0.05 1.35
1.5 0.25 6.75
132 2 264

0.5 0.5 4.5

4.5 2 9

0.005 0.19
0.19 2 0.4

0.005 0.53
0.53 2 1.1

4.5 2 9
 0.68
0.68 2 1.35

2.18 52
2 28
80 2 160

2.98 59.83
3.14 44.01
9.07 3.94 41.18
145.01 2 290.03
2.88 0.6 41.48
3.63 0.6 30.5
71.98 2 143.97

0.4 9.6 2 19.2

0.5 7.5 2 15

3.5 0.15 12.6 2 25.2

3.5 0.3 25.2 2 50.4

12 98.4 2 196.8
12 0.05 4.92 2 9.84

2 2 2 4

3.61 0.3 10.19 2 20.39

3.61 0.6 20.39 2 40.78

16.4 2 32.8
 Proposed 1 x 1-1.50 m Span Slab Culvert Widening -2 lane sta
Unit No. Length
Item No. Description
(m)

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
12.1 construction of shoring and bracing, removal
of stumps and other deleterious matter,
dressing of sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub T

II Ordinary Rock (not requiring blasting)

B Mechanical Means
i) Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub T

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specifications.
A PCC Grade M15
Below foundation
For Abutment Cum 2 12
For Return Cum 4 3
Sub T
T

B PCC Grade M20

Cum 0 12
Cum 0 12
Cum 0 12
Cum 4 4.5
 Cum 4 4.5
Cum 4 4.5
T

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and
Technical Specifications
B PCC Grade M20
(p) Height upto 5m
Return wall Substructure Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Return wall Substructure Cum 4 3.5
Cum 4 4.5
Cum 4 4.5
T
G RCC Grade M30
(p) Height upto 5m
Kerb Over return wall Cum 4 4.5
T

Supplying, Fitting and Placing un- coated

HYSD bar Reinforcement in Foundation
12.4
complete as per Drawing and Technical
Specifications.
Reinforcement @ 5kg/sqm MT 38.81
Sub T

Supplying, fitting and placing HYSD bar

13.6 reinforcement in sub-structure complete as
per drawing and Technical Specifications

Substructure Reinforcement @ MT
5kg/sqm 105.88
Sub T

Furnishing and Placing Reinforced/

Prestressed cement concrete in super-
14.1
structure as per drawing and Technical
Specification
 C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1

Supplying, fitting and placing HYSD bar

14.2 reinforcement in super-structure complete as
per drawing and technical specifications
Super structure MT 1 0.675
T

Providing weep holes in Brick

masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with 100
13.8 mm dia AC pipe, extending through the
full width of the structure with slope of 1V :
20H towards drawing foce. Complete as per
drawing and Technical Specifications

Nos. 2 12
Nos. 4 3.5
Total Qty.

Back filling behind abutment, wing wall and

13.9 return wall complete as per drawing and
Technical Specification
A Granular Material Cum 2 10.03
Cum 4 3.5
Cum 2 2.27
Total Qty.
 Providing and laying of Filter media with
granular materials/stone crushed aggregates
satisfying the requirements laid down in
clause 2504.2.2. of MoRTH specifications to
a thickness of not less than 600 mm with
13.1 smaller size towards the soil and bigger
size towards the wall and provided over the
entire surface behind abutment, wing wall and
return wall to the full height compacted to a
firm condition complete as per drawing and
Technical Specification.

Cum 2 12
Cum 4 3.5
Total Qty.

Extra
Providing and fixing in position
Item of
bituminous paper bearing for slabs as per
Chapter-
approved drawing and confirming to IS:1398.
13
Sqm 2 12

(ii) Providing & fixing 20 mm thick

compressible fibre board in expansion joint
14.18
complete as per drawing & Technical
Specification.
Rmt 4 3.75
PCC M15 Grade leveling course below approach
14.1 slab complete as per drawing and Technical
specification
Cum 2 12

Reinforced cement concrete approach slab

including reinforcement and formwork
14.11
complete as per drawing and Technical
specification
Cum 2 12
 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic cooker
and laid to required level and slope after
cleaning the surface, including providing
antiskid surface with bitumen precoated fine
14.5
grained hard stone chipping of 9.5 mm nominal
size at the rate of 0.005cum per 10 sqm and at
an approximate spacing of 10 cm center to
center in both directions, pressed into surface
when the temperature of surfaces not less than
100 deg. C, protruding 1 mm to 4 mm over
mastic surface, all complete as per clause
515

Sqm 1 8.2

Providing and laying bituminous

concrete with 100-120 TPH batch type hot mix
plant producing an average output of 75 tonnes
per hour using crushed aggregates of specified
grading, premixed with bituminous binder @
5.4 to 5.6 per cent of mix and filler,
5.8 transporting the hot mix to work site, laying
with a hydrostatic paver finisher with sensor
control to the required grade, level and
alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH specification
clause No. 509 complete in all respects

Cum 1 8.2

Drainage Spouts complete as per

14.9
drawing and Technical specification No. 1
 Providing and laying Pitching on slopes laid
over prepared filter media including boulder
15.4 apron laid dry in front of toe of embankment
complete as per drawing and Technical
specifications

Cum 4 2.36

Providing and laying Filter material

underneath pitching in slopes complete as per
15.5 drawing and Technical specification
Cum 4 2.36
8.22 Provision of an Reinforced cement concrete Rmt 2 8.2
t Widening -2 lane standard 1-2m H
Width Depth No. of
(m) Quantity Total Quantity
(m) str.

3.155 2 155.23
3.24 2 94.6
Sub Total 249.83 12 2,998.01

3.155 1.5 116.42

3.24 1.5 71
Sub Total 187.38 12 2,248.51

3.16 0.15 11.4

4.3 0.15 7.74
Sub Total 19.1
Total 19.1 12 229.18

1.2 2.67 -
0.6 1.2 -
0.3 4.47 -
1.2 2.7 58.3
0.6 1.2 13
0.3 4.5 24.3
Total 96 12 1,146.96

3.5 0.5 31.5

3.5 0.216 13.6
3.5 1.084 68.3
1.5 0.5 10.5
1.5 0.05 1.35
1.5 0.25 6.75
Total 132 12 1,584.00

0.5 0.5 4.5

Total 4.5 12 54

0.005 0.19
Sub Total 0.19 12 2.3

0.005 0.53
Sub Total 0.53 12 6.4
 4.5 4.5 12 54

0.675 0.68
Total 0.68 12 8.1

2.18 52
2 28
80 12 960

2.98 59.8
3.14 44
9.07 3.94 41.2
145.01 12 1,740.17
2.88 0.6 41.5
3.63 0.6 30.5
72 12 863.8

0.4 9.6 12 115.2

0.5 7.5 12 90

3.5 0.15 12.6 12 151.2

3.5 0.3 25.2 12 302.4

12 98.4 12 1,180.80

12 0.05 4.92 12 59.04

2 2 12 24
3.61 0.3 10.2 12 122.33

3.61 0.6 20.4 12 244.67

16.4 12 196.8
 Proposed 1 x 1-1.50 m Span Slab Culvert Widening -2 lane standard 2-3m
Description Unit No. Length
Item No.
(m)

Earth work in excavation of foundation of structures

as per drawing and technical specification,
including setting out, construction of shoring and
12.1 bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling
with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub Total
II Ordinary Rock (not requiring blasting)
B Mechanical Means
i) Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub Total

Plain/Reinforced Cement Concrete in Open

12.8 Foundation complete as per Drawing and
Technical Specification
A PCC Grade M15
Below foundation
For Abutment Cum 2 12
For Return Cum 4 3
Sub Total
Total
B PCC Grade M20
Return wall Foundation Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Total

Plain/Reinforced cement concrete in sub-structure

13.5 complete as per drawing and Technical
Specifications
B PCC Grade M20
(p) Height upto 5m
 Return wall Substructure Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Return wall Substructure Cum 4 3.5
Cum 4 4.5
Cum 4 4.5
Total
G RCC Grade M30
(p) Height upto 5m
Kerb Over return wall Cum 4 4.5
Total
Supplying, Fitting and Placing un-coated
12.4 HYSD bar Reinforcement in Foundation complete
as per Drawing and Technical Specifications.
Reinforcement @ 5kg/sqm MT 38.81
Sub Total

Supplying, fitting and placing HYSD bar

13.6 reinforcement in sub-structure complete as per
drawing and Technical Specifications

Substructure Reinforcement @ MT
5kg/sqm 105.88
Sub Total
Furnishing and Placing Reinforced/Prestressed
14.1 cement concrete in super- structure as per drawing
and Technical Specification
C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 4.5

Supplying, fitting and placing HYSD bar

14.2 reinforcement in super-structure complete as per
drawing and technical specifications
Super structure MT 1 0.675
Total
Providing weep holes in Brick
masonry/Plain/ Reinforced concrete abutment, wing
wall/ return wall with 100 mm dia AC pipe,
extending through the full width of the structure
13.8 with slope of 1V :20H towards drawing foce.
Complete as per drawing and Technical
Specifications

Nos. 2 12
Nos. 4 3.5
Total Qty.
 Back filling behind abutment, wing wall and return
13.9 wall complete as per drawing and Technical
Specification
A Granular Material Cum 2 10.03
Cum 4 3.5
Cum 2 2.27
Total Qty.

Providing and laying of Filter media with

granular materials/stone crushed aggregates
satisfying the requirements laid down in clause
2504.2.2. of MoRTH specifications to a thickness
of not less than 600 mm with smaller size towards
13.1 the soil and bigger size towards the wall and
provided over the entire surface behind abutment,
wing wall and return wall to the full height
compacted to a firm condition complete as per
drawing and Technical Specification.

Cum 2 12
Cum 4 3.5
Total Qty.
Extra Providing and fixing in position bituminous
Item of paper bearing for slabs as per approved drawing and
chapter- confirming to IS:1398.
13
Sqm 2 12
(ii) Providing & fixing 20 mm thick
compressible fibre board in expansion joint
14.18 complete as per drawing & Technical Specification.

Rmt 4 3.75
PCC M15 Grade leveling course below approach
14.10 slab complete as per drawing and Technical
specification
Cum 2 12
Reinforced cement concrete approach slab including
14.11 reinforcement and formwork complete as per
drawing and Technical specification
Cum 2 12
 Providing and laying 12 mm thick mastic
asphalt wearing course on top of deck slab
excluding prime coat with paving grade bitumen
meeting the requirements given in table 500-29,
prepared by using mastic cooker and laid to required
level and slope after cleaning the surface,
including providing antiskid surface with bitumen
precoated fine grained hard stone chipping of 9.5
14.5 mm nominal size at the rate of 0.005cum per 10
sqm and at an approximate spacing of 10 cm center
to center in both directions, pressed into surface
when the temperature of surfaces not less than 100
deg. C, protruding 1 mm to 4 mm over mastic
surface, all complete as per clause-515

Sqm 1 8.2
Providing and laying bituminous concrete
with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes per hour
using crushed aggregates of specified grading,
premixed with bituminous binder @ 5.4 to 5.6 per
cent of mix and filler, transporting the hot mix to
work site, laying with a hydrostatic paver
5.8 finisher with sensor control to the required grade,
level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired
compaction as per MORTH specification clause No.
509 complete in all respects

Cum 1 8.2
14.9 Drainage Spouts complete as per
drawing and Technical specification No. 1
15.4 Providing and laying Pitching on slopes
laid over prepared filter media including boulder
apron laid dry in front of toe of embankment
complete as per drawing and Technical
specifications
Cum 4 2.36
Providing and laying Filter material nderneath
15.5 pitching in slopes complete as per drawing and
Technical specification
Cum 4 2.36
 Provision of an Reinforced cement concrete
crash barrier at the edges of the road, approaches to
bridge structures and medians, constructed with M-
20 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25 mm dia,
450 mm long at expansion joints filled with pre-
moulded asphalt filler board, keyed to the structure
8.22 on which it is built and installed as per design given
in the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at
locations directed by the Engineer, all as
specified

Rmt 2 8.2
dening -2 lane standard 2-3m
Width No. of Total
(m) Depth Quantity
str. Quantity
(m)

3.155 2 155.23
3.24 2 95
249.83 25 ###

3.155 1.5 116.42

3.24 1.5 71
187.38 25 ###

3.16 0.15 11
4.3 0.15 7.74
19.1
19.1 25 ###

0 2.7 -
1.2 2.7 58
0.6 1.2 13
0.3 4.5 24.3
96 25 ###
3.5 0.5 31.5
3.5 0.216 14
3.5 1.084 68
1.5 0.5 10.5
1.5 0.05 1.35
1.5 0.25 6.75
132 25 ###

0.5 0.5 4.5

4.5 25 ###

0.005 0.19
0.19 25 4.9

0.005 0.53
0.53 25 13.2

4.5 25 ###

0.68
0.68 25 17

2.18 52
2 28
80 25 ###
2.98 60
3.14 44
9.07 3.94 41
145.01 25 ###

2.88 0.6 41
3.63 0.6 30.5
72 25 ###

0.4 9.6 25 ###

0.5 7.5 25 ###

3.5 0.15 12.6 25 ###

3.5 0.3 25.2 25 ###

12 98.4 25 ###

12 0.05 4.92 25 ###

2 2 25 50

3.61 0.3 10 25 ###

3.61 0.6 20 25 ###

16.4 25 ###
 Proposed 1 x 1-1.50 m Span Slab Culvert Widening -2 lane
Description Unit No.
Item No.

Earth work in excavation of foundation of structures as per

drawing and technical specification, including setting out,
construction of shoring and bracing, removal of stumps and
12.1 other deleterious matter, dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Abutment Cum 2
For Return Cum 4

II Ordinary Rock (not requiring blasting)

B Mechanical Means
i) Depth upto 3 m
For Abutment Cum 2
For Return Cum 4

Plain/Reinforced Cement Concrete in Open Foundation

12.8 complete as per Drawing and Technical Specifications.

A PCC Grade M15

Below foundation
For Abutment Cum 2
For Return Cum 4

B PCC Grade M20

Return wall Foundation Cum 4
Cum 4
Cum 4
Cum 4
 Plain/Reinforced cement concrete in sub-structure
13.5 complete as per drawing and Technical Specifications

B PCC Grade M20

(p) Height upto 5m
Return wall Substructure Cum 4
Cum 4
Cum 4
Return wall Substructure Cum 4
Cum 4
Cum 4

G RCC Grade M30

(p) Height upto 5m
Kerb Over return wall Cum 4

Supplying, Fitting and Placing un-coated HYSD bar

12.4 Reinforcement in Foundation complete as per Drawing and
Technical Specifications.

Reinforcement @ 5kg/sqm MT 38.81

Supplying, fitting and placing HYSD bar reinforcement in sub-

13.6 structure complete as per drawing and Technical
Specifications

Substructure Reinforcement @ MT
5kg/sqm 105.88

Furnishing and Placing Reinforced/ Prestressed cement

14.1 concrete in super- structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1

Supplying, fitting and placing HYSD bar reinforcement in

14.2 super-structure complete as per drawing and technical
specifications

Super structure MT 1
 Providing weep holes in Brick masonry/Plain/
Reinforced concrete abutment, wing wall/ return wall with
100 mm dia AC pipe, extending through the full width
13.8 of the structure with slope of 1V :20H towards drawing foce.
Complete as per drawing and Technical Specifications

Nos. 2
Nos. 4
Total Qty.

Back filling behind abutment, wing wall and return wall

13.9 complete as per drawing and Technical Specification

A Granular Material Cum 2

Cum 4
Cum 2
Total Qty.

Providing and laying of Filter media with granular

materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than 600 mm with
smaller size towards the soil and bigger size towards
13.1 the wall and provided over the entire surface behind
abutment, wing wall and return wall to the full height
compacted to a firm condition complete as per drawing and
Technical Specification.

Cum 2
Cum 4
Total Qty.
Providing and fixing in position bituminous paper
Extra
bearing for slabs as per approved drawing and confirming to
Item of
IS:139
Chapter-
13
Sqm 2
(ii) Providing & fixing 20 mm thick compressible fibre
14.18 board in expansion joint complete as per drawing & Technical
Specification.

Rmt 4
 PCC M15 Grade leveling course below approach slab complete Cum 2
14.1 as per drawing and Technical specification
14.11 Reinforced cement concrete approach slab including reinforce Cum 2
14.5 Providing and laying 12 mm thick mastic asphalt wearing Sqm 1
5.8 Providing and laying bituminous concrete with 100-12 Cum 1
Drainage Spouts complete as per drawing and Technical no. 1
14.9 specification
15.4 Providing and laying Pitching on slopes laid over prepared filt Cum 4

15.5 Providing and laying Filter material underneath pitching in Cum 4

8.22 Provision of an Reinforced cement concrete crash barrier Rmt 2

at the edges of the road, approaches to bridge structures and
medians, constructed with M-20 grade concrete with HYSD
reinforcement conforming to IRC:21 and dowel bars 25 mm
dia, 450 mm long at expansion joints filled with pre- moulded
asphalt filler board, keyed to the structure on which it is
built and installed as per design given in the enclosure to
MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved drawing and at
locations directed by the Engineer, all as specified
Widening -2 lane standard 3-4m Ht
Length Width Depth Quantity No. of Total
(m) (m) (m) str. Quantity

12.3 3.155 2 155.23

3.65 3.24 2 94.61
Sub Total 249.83 12 2,998.01

12.3 3.155 1.5 116.42

3.65 3.24 1.5 70.96
Sub Total 187.38 12 2,248.51

12 3.16 0.15 11.36

3 4.3 0.15 7.74
Sub Total 19.1
Total 19.1 12 229.18

4.5 0 2.7 -
4.5 1.2 2.7 58.32
4.5 0.6 1.2 12.96
4.5 0.3 4.5 24.3
Total 95.58 12 1,146.96
 4.5 3.5 0.5 31.5
4.5 3.5 0.216 13.64
4.5 3.5 1.084 68.26
3.5 1.5 0.5 10.5
4.5 1.5 0.05 1.35
4.5 1.5 0.25 6.75
Total 132 12 1,584.00

4.5 0.5 0.5 4.5

Total 4.5 12 54

38.81 0.005 0.19

Sub Total 0.19 12 2.3

105.88 0.005 0.53

Sub Total 0.53 12 6.4

4.5 4.5 12 54

0.675 0.68
Total 0.68 12 8.1
12 2.18 52
3.5 4 56
108 12 1,296.00

10.03 2.98 59.83

3.5 3.14 44.01
2.27 9.07 3.94 41.18
145.01 12 1,740.17

12 2.88 0.6 41.48

3.5 3.63 0.6 30.5
71.98 12 863.8

12 0.4 9.6 12 115.2

3.75 0.5 7.5 12 90

12 3.5 0.15 12.6 12 151.2

12 3.5 0.3 25.2 12 302.4

8.2 12 98.4 12 1180.8
8.2 12 0.05 4.92 12 59.04
2 12 24

4.71 7.21 0.3 40.78 12 489.33

4.71 7.21 0.6 81.56 12 978.67

8.2 16.4 12 196.8

 Proposed 1 x 1-1.50 m Span Slab Culvert Widening -2 lane stand
Unit No. Length
Item No. Description
(m)

Earth work in excavation of foundation of

structures as per drawing and technical
specification, including setting out,
12.1 construction of shoring and bracing,
removal of stumps and other deleterious
matter, dressing of sides and bottom and
backfilling with approved material.

I Ordinary Soil
B Mechanical Means
i Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub Tota
Ordinary Rock (not requiring
II
blasting)
B Mechanical Means
i) Depth upto 3 m
For Abutment Cum 2 12.3
For Return Cum 4 3.65
Sub Tota

Plain/Reinforced Cement Concrete in

12.8 Open Foundation complete as per
Drawing and Technical Specifications.
A PCC Grade M15
Below foundation
For Abutment Cum 2 12
For Return Cum 4 3
Sub Tota
Tota

B PCC Grade M20

For Abutment Foundation Cum 0 12
Cum 0 12
Cum 0 12
 Cum 0 12
Return wall Foundation Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Tota

Plain/Reinforced cement concrete in sub-

13.5 structure complete as per drawing and
Technical Specifications
B PCC Grade M20
(p) Height upto 5m
Return wall Substructure Cum 4 4.5
Cum 4 4.5
Cum 4 4.5
Return wall Substructure Cum 4 3.5
Cum 4 4.5
Cum 4 4.5
Tota
G RCC Grade M30
(p) Height upto 5m
Kerb Over return wall Cum 4 4.5
Tota

Supplying, Fitting and Placing un-

coated HYSD bar Reinforcement in
12.4
Foundation complete as per Drawing and
Technical Specifications.

Reinforcement @ 5kg/sqm MT 38.81

Sub Tota

Supplying, fitting and placing HYSD bar

13.6 reinforcement in sub-structure complete
as per drawing and Technical Specifications

Substructure Reinforcement @ MT
5kg/sqm 105.88
Sub Tota
 Furnishing and Placing Reinforced/
Prestressed cement concrete in super-
14.1
structure as per drawing and Technical
Specification

C RCC Grade M 30
(p) Height upto 5m
Solid slab Super structure Cum 1 4.5

Supplying, fitting and placing HYSD bar

14.2 reinforcement in super-structure complete
as per drawing and technical specifications

Super structure MT 1 0.675

Tota

Providing weep holes in Brick

masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall with
100 mm dia AC pipe, extending
13.8
through the full width of the structure with
slope of 1V :20H towards drawing foce.
Complete as per drawing and Technical
Specifications

Nos. 2 12
Nos. 4 3.5
Total Qty.

Back filling behind abutment, wing wall

13.9 and return wall complete as per
drawing and Technical Specification
A Granular Material Cum 2 10.03
Cum 4 3.5
Cum 2 2.27
Total Qty.
 Providing and laying of Filter media with
granular materials/stone crushed
aggregates satisfying the requirements laid
down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than
600 mm with smaller size towards the
13.1
soil and bigger size towards the wall
and provided over the entire surface behind
abutment, wing wall and return wall to the
full height compacted to a firm condition
complete as per drawing and Technical
Specification.

Cum 2 12
Cum 4 3.5
Total Qty.

Extra Providing and fixing in position

Iteam bituminous paper bearing for slabs as per
chpter approved drawing and confirming to
-13 IS:1398.
Sqm 2 12

(ii) Providing & fixing 20 mm thick

compressible fibre board in expansion joint
14.18
complete as per drawing & Technical
Specification.
Rmt 4 3.75
PCC M15 Grade leveling course below
14.1 approach slab complete as per drawing and
Technical specification
Cum 2 12

Reinforced cement concrete approach slab

including reinforcement and formwork
14.11 complete as per drawing and Technical
specification
Cum 2 12
 Providing and laying 12 mm thick
mastic asphalt wearing course on top of
deck slab excluding prime coat with paving
grade bitumen meeting the requirements
given in table 500-29, prepared by using
mastic cooker and laid to required level and
slope after cleaning the surface,
including providing antiskid surface with
bitumen precoated fine grained hard stone
14.5 chipping of 9.5 mm nominal size at the rate
of 0.005cum per 10 sqm and at an
approximate spacing of 10 cm center to
center in both directions, pressed into
surface when the temperature of surfaces
not less than 100 deg. C, protruding 1 mm
to 4 mm over mastic surface, all complete
as per clause 515

Sqm 1 8.2

Providing and laying bituminous

concrete with 100-120 TPH batch type hot
mix plant producing an average output of
75 tonnes per hour using crushed
aggregates of specified grading, premixed
with bituminous binder @ 5.4 to 5.6 per
cent of mix and filler, transporting the hot
5.8 mix to work site, laying with a
hydrostatic paver finisher with sensor
control to the required grade, level and
alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the
desired compaction as per MORTH
specification clause No. 509 complete in all
respects

Cum 1 8.2
 Drainage Spouts complete as per
14.9
drawing and Technical specification
No. 1

Providing and laying Pitching on slopes laid

over prepared filter media including
boulder apron laid dry in front of toe of
15.4 embankment complete as per drawing and
Technical specifications

Cum 4 4.71

Providing and laying Filter material

underneath pitching in slopes complete as
15.5 per drawing and Technical specification

Cum 4 4.71
Rmt 2 8.2

Provision of an Reinforced cement

concrete crash barrier at the edges of the
road, approaches to bridge structures and
medians, constructed with M-20 grade
concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25
mm dia, 450 mm long at expansion joints
8.22 filled with pre- moulded asphalt filler
board, keyed to the structure on which it is
built and installed as per design given in the
enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as
per dimensions in the approved drawing and
at locations directed by the Engineer,
all as specified
Widening -2 lane standard 4-5m H
Width Depth No. of
(m) Quantity Total Quantity
(m) str.

3.155 2 155.23
3.24 2 94.6
Sub Total 249.8 7 1,748.84

3.155 1.5 116.42

3.24 1.5 71
Sub Total 187.4 7 1,311.63

3.16 0.15 11.4

4.3 0.15 7.74
Sub Total 19.1
Total 19.1 7 133.7

0 2.67 -
1.2 2.67 -
0.6 1.2 -
0.3 4.47 -
0 2.7 -
1.2 2.7 58.3
0.6 1.2 13
0.3 4.5 24.3
Total 96 7 669.1

3.5 0.5 31.5

3.5 0.216 13.6
3.5 1.084 68.3
1.5 0.5 10.5
1.5 0.05 1.35
1.5 0.25 6.75
Total 132 7 924

0.5 0.5 4.5

Total 4.5 7 31.5

0.005 0.19
Sub Total 0.19 7 1.4

0.005 0.53
Sub Total 0.53 7 3.7
 4.5 4.5 7 31.5

0.675 0.68
Total 0.68 7 4.73

2.18 52
4 56
108 7 756

2.98 59.8
3.14 44
9.07 3.94 41.2
145 7 1,015.10
2.88 0.6 41.5
3.63 0.6 30.5
72 7 503.9

0.4 9.6 7 67.2

0.5 7.5 7 52.5

3.5 0.15 12.6 7 88.2

3.5 0.3 25.2 7 176.4

12 98.4 7 688.8

12 0.05 4.92 7 34.44

2 2 7 14

7.21 0.3 40.8 7 285.4

7.21 0.6 81.6 7 570.9

16.4 7 114.8