Cost Estimate

Item No. Description Unit Box Pipe Total

BILL NO. 5 - CROSS DRAINAGE WORKS

Earth work in excavation for foundation of structures in by mechanical
means as per drawing and technical specification, including setting out,
construction of shoring and bracing, removal of stumps and other
5.01
deleterious matter, dressing of sides and bottom and backfilling with
approved material all complete as per Technical specifications and as
directed by the Engineer-in-charge.
a Ordinary Soil - Depth Upto 3m cum 692 692.11
b Ordinary Rock - (not requiring blasting) cum 461 461.40
Providing and laying Plain cement concrete in Levelling Course,
mechanically mixed and compacted, including centering and shuttering all
5.02
complete as per drawings and Technical specifications and as directed by -
the Engineer-in-charge.
a PCC Grade M10 cum -
b PCC Grade M15 cum 706 706.34
c PCC Grade M20 cum -
Providing and laying Plain/Reinforced Cement Concrete in Foundation
mechanically mixed including centering and shuttering but excluding cost of
5.03 reinforcement, all complete as per drawing and Technical specifications and -
as directed by the Engineer-in-charge.

a PCC Grade M20 cum -

b RCC Grade M20 cum -
c RCC Grade M25 cum 0 -
d RCC Grade M30 cum -
e RCC Grade M35 cum -
Providing and laying Reinforced Cement Concrete in Substructure,
mechanically mixed and compacted, including centering and shuttering but
5.04 excluding cost of reinforcement, all complete as per drawings and Technical -
specifications and as directed by the Engineer-in-charge.

a PCC Grade M20 cum -

b RCC Grade M20 cum -
c RCC Grade M25 cum -
d RCC Grade M30 cum 1066 1,066.47
e RCC Grade M35 cum -
Providing and laying Reinforced cement concrete in super-structure
including centering and shuttering but excluding cost of reinforcement, all
5.05
complete as per drawing and Technical specifications and as directed by -
the Engineer-in-charge.
Height up to 5m - For solid slab -
a RCC Grade M25 cum -
b RCC Grade M30 cum -
c RCC Grade M35 cum -
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for
culverts on first Class Granual Bedding in single row including fixing collar
with cement mortar 1:2 but excluding excavation, protection works,
5.06 backfilling, concrete and masonry works in head walls and parapets all -
complete as per drawing and Technical specifications and as directed by
the Engineer-in-charge.
a 900mm dia. (internal) m -
b 1000mm dia. (internal) m -
c 1200mm dia. (internal) m -
Supplying, fitting and placing HYSD bar reinforcement all complete as per
5.07 drawing and Technical specifications and as directed by the Engineer-in- -
charge.
a For Foundation tonne -
b For Substructure tonne 117 117.31
c For Superstructure tonne -

54
 Cost Estimate

Item No. Description Unit Box Pipe Total

BILL NO. 5 - CROSS DRAINAGE WORKS

Providing and laying Reinforced cement concrete of M30 grade for approach
slab including reinforcement and formwork all complete as per drawings and
5.08
Technical specifications and as directed by the Engineer-in-charge.
cum 544 543.53

Providing and fixing the Tar paper bearing complete as per drawing and
5.09 Technical specifications and as directed by the Engineer-in-charge. sqm -

Supplying, fitting and fixing in position true to line and level elastomeric
bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of
5.10
MoRTH specifications complete including all accessories as per drawing and
cucm -
Technical Specifications.
Providing and laying 65 mm wearing course on top of deck slab consisting of
25 mm thick mastic asphalt wearing course and 40 mm thick Bituminous
concrete laid to required level and slope after cleaning the surface, including
providing antiskid surface with bitumen precoated finegrained hard stone
5.11 chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at sqm -
an approximate spacing of 10 cm center to center in both directions, pressed
into surface when the temperature of surfaces is not less than 1000C,
protruding 1 mm to 4 mm over mastic surface, all complete as per clause
507 and 516.
Providing and laying 75 mm wearing course on top of deck slab consisting of
25 mm thick mastic asphalt wearing course and 50 mm thick Bituminous
concrete laid to required level and slope after cleaning the surface, including
providing antiskid surface with bitumen precoated finegrained hard stone
5.12 chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at sqm -
an approximate spacing of 10 cm center to center in both directions, pressed
into surface when the temperature of surfaces is not less than 1000C,
protruding 1 mm to 4 mm over mastic surface, all complete as per clause
507 and 516.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment,

wing wall/ return wall with 100 mm dia PVC pipe, extending through the full
5.13 width of the structure with slope of 1V :20H towards drawing face. complete nr 1061 1,061.00
as per Technical specifications clause 2706 and as directed by the Engineer-
in-charge.
Back filling with granular material behind box culvert, wing walls and return
5.14 walls complete as per drawing and Technical Specification clause 710.1.4.of cum 3586 3,586.36
IRC:78 & 305.4.4
Providing and laying of Filter media behind walls of box 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
5.15 provided over the entire surface behind abutment, wing wall and return wall cum 756 756.43
to the full height compacted to a firm condition complete as per drawing and
Technical specifications and as directed by the Engineer-in-charge.

Construction of precast RCC railing of M35 Grade, true to line and grade,
tolerance of vertical RCC post not to exceed 1 in 500, leaving adequate
5.16 space between vertical post for expansion, complete as per drawing and m -
Technical specifications and as directed by the Engineer-in-charge.

Provision of an Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed with M-40
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
5.17 per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- m -
DO III dated 24 June 1994 as per dimensions in the approved drawing and
at locations directed by the Engineer, complete as per drawing and
Technical specifications clause 2703 and as directed by the Engineer-in-
charge.

Providing and fitting Drainage Spouts complete as per drawing and

5.18
Technical specifications and as directed by the Engineer-in-charge.
nr 36 36.00

55
 Cost Estimate

Item No. Description Unit Box Pipe Total

BILL NO. 5 - CROSS DRAINAGE WORKS

Providing and fixing filler type expansion joint in slab bridges and culverts
5.19
complete as per technical specification section 2600
m 444 443.70
Providing and laying of Asphaltic Plug joint to provide for horizontal
movement of 25 mm and vertical movement of 2 mm, depth of joint varying
from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic
direction), covered with a closure plate of 200mm x 6mm of wieldable
5.20 structural steel conforming to IS: 2062, asphaltic plug to consist of polymer m -
modified bitumen binder, carefully selected single size aggregate of 12.5
mm nominal size and a heat resistant foam caulking/backer rod, all as per
approved drawings and specifications.

Providing and fixing RCC Marker posts of dimensions as shown in Drawings

5.21 and as per Technical Specifications and as directed by the Engineer-in- nr -
charge
Providing and laying Filter material underneath pitching in slopes complete
5.22
as per drawing and Technical specification
cum -
Providing and laying Pitching on slopes laid over prepared filter media
5.23 including boulder apron laid dry in front of toe of embankment complete as cum -
per drawing and Technical specifications
Providing and laying flooring laid over cement concrete bedding grade M-15
5.24 complete as per drawing and technical specifications Clause 1303 -

Flexible Apron :Construction of flexible apron 750 mm thick comprising of

5.25 loose stone boulders weighing not less than 40 kg beyond curtain wall. cum 44 43.74

Printing of culvert No. and span arrangement of any shade with synthetic
enamel paint black or any other approved colour to give an even shade as
5.26
complete as per Technical specifications and as directed by the Engineer-in-
nr 38 38.00
charge.
5.27 Wearing Coat 65mm thk Sqm 2204.68 2,204.68

56
 Cost Estimate
SUMMARY OF QUANTITIES OF BOX CULVERTS
(1x2x2) D (1x2x3) D (1x3x3) D (1x2x2) D
(1x2x2) (1x3x2) (2x3x3)
Sl. No. Description Unit Left Left Left Right Quantity
8 2 3 1 1 2 1
1 Earthwork in excavation cum 530.56 208.63 136.52 45.51 54.58 89.63 88.09 1,153.51
2 PCC M15 levelling course cum 339.53 121.21 92.72 30.91 33.39 60.20 28.40 706.34
3 RCC M30 for structure cum 377.32 121.91 165.38 55.13 64.88 91.82 190.05 1,066.47
4 RCC M30 grade in Approach Slab cum 246.96 61.74 88.57 29.52 29.52 56.35 30.87 543.53
5 RCC M40 grade for Crash barrier -
6 Filler board type expansion joint Rm 201.60 50.40 72.30 24.10 24.10 46.00 25.20 443.70
7 Drainage spouts Nr. 16.00 4.00 6.00 2.00 2.00 4.00 2.00 36.00
8 Elastomeric Bearing Cu.Cm. -
9 Flexible Apron cum 25.92 6.48 4.86 1.62 1.62 3.24 - 43.74
10 Filter media cum 278.21 69.55 143.15 47.72 47.72 63.48 106.60 756.43
11 Back filling cum 923.58 230.90 681.86 227.29 227.29 210.74 1,084.70 3,586.36
12 RCC M25 in footpath cum -
13 PVC Pipe 100 mm dia Nr. -
14 Weep holes Nr. 432.00 162.00 156.00 52.00 78.00 100.00 81.00 1,061.00
15 Reinforcement Tonne 41.50 13.41 18.19 6.06 7.14 10.10 20.91 117.31
16 Wearing Coat 65mm thk Sqm 957.60 267.12 343.43 114.48 126.53 218.50 177.03 2,204.68
17 Painting of structure no. Nr. 16.00 4.00 6.00 2.00 2.00 4.00 4.00 38.00

57
 Cost Estimate

Box Culvert
No of Cell 1
Total Proposed Width 13.50 m
Clear Span 2.00 m
Clear Height of Box 2.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.30 m
Thickness of Side Wall of Box 0.25 m
Thickness of middle Wall of Box m
Projection of Bottom Slab m
Width of wearing coat 13.50 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath 1.50 m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath 2.00
Width of PCC for Box 2.80 m
Thickness of PCC 0.15 m
Wearing Coat Thickness 0.065 m

Box Culvert 1x2 m. No of Culvert 8

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 1 13.50 2.80 0.45 17.01
Shear Key 2 1.20 2.80 1.35 9.07
Curtain Wall 2 4.35 1.85 2.50 40.24
Total cum 66.32
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 1 13.50 2.80 0.15 5.67
Shear Key 2 1.20 2.80 0.15 1.01
Curtain Wall 2 4.35 1.85 0.15 2.41
Curtain Wall conc 2 4.35 2.50 0.93 20.12
Approach Slab 2 12.60 3.50 0.15 13.23
Total cum 42.44

58
 Cost Estimate

3 Structural Cement Concrete M 30 grade for

plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 1 13.50 2.50 0.30 10.13
Shear Key 2 1.20 2.80 0.60 4.03
Box Portion (Side Wall) 2 13.50 2.00 0.25 13.50
Haunch 4 13.50 0.011 Area 0.61
Bracket 2 13.50 0.135 Area 3.65
Top Slab 1 13.50 2.50 0.30 10.13
Parapet Wall 2 9.50 0.45 0.60 5.13
Total Cum 47.16
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 47.16 (cum) 5188.10

Total MT 5.19
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 12.60 2.50 31.50

Approach Slab Sqm 2 12.60 3.50 88.20
Total 119.70
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 12.60 3.50 0.35 30.87
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 12.60 25.20
8 Drainage spouts No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 54.00 54.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 2 2.00
11 Protection to Suit (Rubble Pitching) Cum 2 1.80 1.80 0.50 3.24
12 Filter Media Cum 2 12.60 2.30 0.60 34.78
13 Backfill Cum 2 12.60 1.992 2.30 115.45

59
 Cost Estimate

Box Culvert
No of Cell 1
Total Proposed Width 13.50 m
Clear Span 3.00 m
Clear Height of Box 2.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.30 m
Thickness of Side Wall of Box 0.30 m
Thickness of middle Wall of Box m
Projection of Bottom Slab m
Width of wearing coat 13.50 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath
Width of PCC for Box 3.90 m
Thickness of PCC 0.15 m
Wearing Coat Thickness 0.065 m

Box Culvert 1x3 m. No of Culvert 2

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 1 13.50 3.90 0.45 23.69
Shear Key 2 1.20 3.90 1.35 12.64
Curtain Wall 2 7.35 1.85 2.50 67.99
Total cum 104.32
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 1 13.50 3.90 0.15 7.90
Shear Key 2 1.20 3.90 0.15 1.40
Curtain Wall 2 7.35 1.85 0.15 4.08
Curtain Wall conc 2 7.35 2.50 0.93 33.99
Approach Slab 2 12.60 3.50 0.15 13.23
Total cum 60.60

60
 Cost Estimate

3 Structural Cement Concrete M 30 grade for

plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 1 13.50 3.60 0.30 14.58
Shear Key 2 1.20 3.90 0.60 5.62
Box Portion (Side Wall) 2 13.50 2.00 0.30 16.20
Haunch 4 13.50 0.011 Area 0.61
Bracket 2 13.50 0.135 Area 3.65
Top Slab 1 13.50 3.60 0.30 14.58
Parapet Wall 2 10.60 0.45 0.60 5.72
Total Cum 60.95
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 60.95 (cum) 6704.78

Total MT 6.70
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 12.60 3.60 45.36

Approach Slab Sqm 2 12.60 3.50 88.20
Total 133.56
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 12.60 3.50 0.35 30.87
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 12.60 25.20
8 Drainage spouts No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 81.00 81.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 2 2.00
11 Protection to Suit (Rubble Pitching) Cum 2 1.80 1.80 0.50 3.24
12 Filter Media Cum 2 12.60 2.30 0.60 34.78
13 Backfill Cum 2 12.60 1.99 2.30 115.45

61
 Cost Estimate

Box Culvert
No of Cell 1
Total Proposed Width 12.95 m
Clear Span 2.00 m
Clear Height of Box 2.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.30 m
Thickness of Side Wall of Box 0.25 m
Thickness of middle Wall of Box m
Projection of Bottom Slab m
Width of wearing coat 12.95 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath 1.50 m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath 2.00
Width of PCC for Box 2.80 m
Thickness of PCC 0.15 m
Wearing Coat Thickness 0.065 m

Box Culvert 1x2 m. No of Culvert 3

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 1 12.95 2.80 0.45 16.32
Shear Key 2 1.20 2.80 1.35 9.07
Curtain Wall 1 4.35 1.85 2.50 20.12
Total cum 45.51
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 1 12.95 2.80 0.15 5.44
Shear Key 2 1.20 2.80 0.15 1.01
Curtain Wall 1 4.35 1.85 0.15 1.21
Curtain Wall conc 1 4.35 2.50 0.93 10.06
Catch Pit 1 3.00 1.20 0.15 0.54
Approach Slab 2 12.05 3.50 0.15 12.65
Total cum 30.91

62
 Cost Estimate

3 Structural Cement Concrete M 30 grade for

plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 1 12.95 2.50 0.30 9.71
Shear Key 2 1.20 2.80 0.60 4.03
Box Portion (Side Wall) 2 12.95 2.00 0.25 12.95
Haunch 4 12.95 0.011 Area 0.58
Bracket 2 12.95 0.135 Area 3.50
Top Slab 1 12.95 2.50 0.30 9.71
Catch Pit 1 3.60 2.30 0.20 1.66
Parapet Wall 2 9.50 0.45 0.60 5.13
Total Cum 47.27
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 47.27 (cum) 5199.95

Total MT 5.20
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 12.05 2.50 30.13

Approach Slab Sqm 2 12.05 3.50 84.35
Total 114.48
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 12.05 3.50 0.35 29.52
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 12.05 24.10
8 Drainage spouts No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 52.00 52.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 2 2.00
11 Protection to Suit (Rubble Pitching) Cum 1 1.80 1.80 0.50 1.62
12 Filter Media Cum 2 12.05 2.30 0.60 33.26
13 Backfill Cum 2 12.05 1.992 2.30 110.41

63
 Cost Estimate

Box Culvert
No of Cell 1
Total Proposed Width 12.95 m
Clear Span 2.00 m
Clear Height of Box 3.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.30 m
Thickness of Side Wall of Box 0.25 m
Thickness of middle Wall of Box m
Projection of Bottom Slab m
Width of wearing coat 12.95 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath 1.50 m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath 2.00
Width of PCC for Box 2.80 m
Thickness of PCC 0.15 m
Wearing Coat Thickness 0.065 m

Box Culvert 1x2 m. No of Culvert 1

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 1 12.95 2.80 0.45 16.32
Shear Key 2 1.20 2.80 1.35 9.07
Curtain Wall 1 4.35 1.85 2.50 20.12
Total cum 45.51
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 1 12.95 2.80 0.15 5.44
Shear Key 2 1.20 2.80 0.15 1.01
Curtain Wall 1 4.35 1.85 0.15 1.21
Curtain Wall conc 1 4.35 2.50 0.93 10.06
Catch Pit 1 3.00 1.20 0.15 0.54
Approach Slab 2 12.05 3.50 0.15 12.65
Total cum 30.91

64
 Cost Estimate

3 Structural Cement Concrete M 30 grade for

plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 1 12.95 2.50 0.30 9.71
Shear Key 2 1.20 2.80 0.60 4.03
Box Portion (Side Wall) 2 12.95 3.00 0.25 19.43
Haunch 4 12.95 0.011 Area 0.58
Bracket 2 12.95 0.135 Area 3.50
Top Slab 1 12.95 2.50 0.30 9.71
Catch Pit 1 4.60 3.30 0.20 3.04
Parapet Wall 2 9.50 0.45 0.60 5.13
Total Cum 55.13
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 55.13 (cum) 6064.00

Total MT 6.06
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 12.05 2.50 30.13

Approach Slab Sqm 2 12.05 3.50 84.35
Total 114.48
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 12.05 3.50 0.35 29.52
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 12.05 24.10
8 Drainage spouts No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 52.00 52.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 2 2.00
11 Protection to Suit (Rubble Pitching) Cum 1 1.80 1.80 0.50 1.62
12 Filter Media Cum 2 12.05 3.30 0.60 47.72
13 Backfill Cum 2 12.05 2.858 3.30 227.29

65
 Cost Estimate

Box Culvert
No of Cell 1
Total Proposed Width 12.95 m
Clear Span 3.00 m
Clear Height of Box 3.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.30 m
Thickness of Side Wall of Box 0.25 m
Thickness of middle Wall of Box m
Projection of Bottom Slab m
Width of wearing coat 12.95 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath 1.50 m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath 2.00
Width of PCC for Box 3.80 m
Thickness of PCC 0.15 m
Wearing Coat Thickness 0.065 m

Box Culvert 1x3 m. No of Culvert 1

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 1 12.95 3.80 0.45 22.14
Shear Key 2 1.20 3.80 1.35 12.31
Curtain Wall 1 4.35 1.85 2.50 20.12
Total cum 54.58
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 1 12.95 3.80 0.15 7.38
Shear Key 2 1.20 3.80 0.15 1.37
Curtain Wall 1 4.35 1.85 0.15 1.21
Curtain Wall conc 1 4.35 2.50 0.93 10.06
Catch Pit 1 4.00 1.20 0.15 0.72
Approach Slab 2 12.05 3.50 0.15 12.65
Total cum 33.39

66
 Cost Estimate

3 Structural Cement Concrete M 30 grade for

plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 1 12.95 3.50 0.30 13.60
Shear Key 2 1.20 3.80 0.60 5.47
Box Portion (Side Wall) 2 12.95 3.00 0.25 19.43
Haunch 4 12.95 0.011 Area 0.58
Bracket 2 12.95 0.135 Area 3.50
Top Slab 1 12.95 3.50 0.30 13.60
Catch Pit 1 4.60 3.30 0.20 3.04
Parapet Wall 2 10.50 0.45 0.60 5.67
Total Cum 64.88
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 64.88 (cum) 7136.50

Total MT 7.14
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 12.05 3.50 42.18

Approach Slab Sqm 2 12.05 3.50 84.35
Total 126.53
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 12.05 3.50 0.35 29.52
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 12.05 24.10
8 Drainage spouts No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 78.00 78.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 2 2.00
11 Protection to Suit (Rubble Pitching) Cum 1 1.80 1.80 0.50 1.62
12 Filter Media Cum 2 12.05 3.30 0.60 47.72
13 Backfill Cum 2 12.05 2.858 3.30 227.29

67
 Cost Estimate

Box Culvert
No of Cell 1
Total Proposed Width 12.40 m
Clear Span 2.00 m
Clear Height of Box 2.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.30 m
Thickness of Side Wall of Box 0.25 m
Thickness of middle Wall of Box m
Projection of Bottom Slab m
Width of wearing coat 12.40 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath 2.00
Width of PCC for Box 2.80 m
Thickness of PCC 0.15 m
Wearing Coat Thickness 0.065 m

Box Culvert 1x2 m. No of Culvert 2

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 1 12.40 2.80 0.45 15.62
Shear Key 2 1.20 2.80 1.35 9.07
Curtain Wall 1 4.35 1.85 2.50 20.12
Total cum 44.81
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 1 12.40 2.80 0.15 5.21
Shear Key 2 1.20 2.80 0.15 1.01
Curtain Wall 1 4.35 1.85 0.15 1.21
Curtain Wall conc 1 4.35 2.50 0.93 10.06
Catch Pit 1 3.00 1.20 0.15 0.54
Approach Slab 2 11.50 3.50 0.15 12.08
Total cum 30.10

68
 Cost Estimate

3 Structural Cement Concrete M 30 grade for

plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 1 12.40 2.50 0.30 9.30
Shear Key 2 1.20 2.80 0.60 4.03
Box Portion (Side Wall) 2 12.40 2.00 0.25 12.40
Haunch 4 12.40 0.011 Area 0.56
Bracket 2 12.40 0.135 Area 3.35
Top Slab 1 12.40 2.50 0.30 9.30
Catch Pit 1 4.00 2.30 0.20 1.84
Parapet Wall 2 9.50 0.45 0.60 5.13
Total Cum 45.91
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 45.91 (cum) 5049.88

Total MT 5.05
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 11.50 2.50 28.75

Approach Slab Sqm 2 11.50 3.50 80.50
Total 109.25
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 11.50 3.50 0.35 28.18
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 11.50 23.00
8 Drainage spouts No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 50.00 50.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 2 2.00
11 Protection to Suit (Rubble Pitching) Cum 1 1.80 1.80 0.50 1.62
12 Filter Media Cum 2 11.50 2.30 0.60 31.74
13 Backfill Cum 2 11.50 1.992 2.30 105.37

69
 Cost Estimate

Box Culvert
No of Cell 2
Total Proposed Width 13.50 m
Clear Span 3.00 m
Clear Height of Box 3.00 m
Depth of Top Slab 0.30 m
Depth of Bottom Slab 0.35 m
Thickness of Side Wall of Box 0.35 m
Thickness of middle Wall of Box 0.35 m
Projection of Bottom Slab m
Width of wearing coat 13.50 m
No of approach slab 2
Width of approach slab 3.50 m
Thickness of approach slab 0.35 m
Width of Footpath 1.50 m
Proposed Formation Level m
Existing Ground Level (Avg) m
STEEL for Box 110 kg/m3
Invert Level m
No of Foothpath 2.00
Width of PCC for Box 7.25 m
Thickness of PCC 0.10 m
Wearing Coat Thickness 0.065 m
No of Drain 2
Width 1.50 m
Side Wall (Drain) m

Box Culvert 2x3 m. No of Culvert 1

Sr. Description Unit Nos Length Width Depth Quantity
No
1 Earthwork in Excavation of foundation for
structure complete as per drawing and
Technical Specification Clause 304.
Box Portion 2 13.50 7.25 0.45 88.09
Total cum 88.09
2 Plain cement concrete M 15 grade complete
as per Technical Specification Sections 1700,
2100 and 2700.
Box Portion 2 13.50 7.25 0.10 19.58
Approach Slab 2 12.60 3.50 0.10 8.82
Total cum 28.40
3 Structural Cement Concrete M 30 grade for
plain / reinforced concrete for box portion
including formwork, machinery and
workmanship complete as per drawing and
Technical Specification Sections 1500 and
1700.
Box Portion (Bottom Slab with Projection) 2 13.50 7.05 0.35 66.62
Sump Projection 2 0.25 7.05 0.20 0.71

70
 Cost Estimate

Box Portion (Side Wall) 4 13.50 3.00 0.35 56.70

Haunch 8 3.70 0.01 Area 0.33
Bracket 2 3.70 0.14 Area 1.00
Parapet 2 14.05 0.45 0.6 7.59
Top Slab 2 13.50 7.05 0.30 57.11
Total Cum 190.05
4 Providing and fixing in position TMT deformed
bars reinforcement complete as per drawing
and Technical Specification Section 1600.

Box Kg 110.00 190.05 (cum) 20905.67

Total MT 20.91
5 Providing and laying 65 mm thick bituminous
concrete wearing coat in single layer over the
top of deck slab complete as per drawings and
Technical Specification Section 500 and 2700.

Road Sqm 1 12.60 7.05 88.83

Approach Slab Sqm 2 12.60 3.50 88.20
Total 177.03
6 Reinforced cement concrete M 30 grade in
approach slab including reinforcement
complete as per drawing and Technical
Specification Section 1500, 1700 and 2700. cum 2 12.60 3.50 0.35 30.87
7 Providing 20mm thick compressible filler type
expansion joint for box type structure, capped
with 10mm deep coarse sand mixed with
Bitumen (6% by Weight) total depth of board
shall be equal to the thickness of approach
slab. Rmt 2 12.60 25.20
8 Drainage Spout No 2 2.00
9 Providing AC weepholes in retaining walls,
abutments and return walls complete as per
drawings and Technical Specification Clause
2706. No 81.00 81.00
10 Painting of culvert number and span
arrangement as per Technical Specification
Secion 800. No 4 4.00
11 Protection to Suit (Rubble Pitching) Cum 1.80 1.80 0.50
12 Filter Media Cum 2 12.60 7.05 0.60 106.60
13 Backfill Cum 2 12.60 6.105 7.05 1084.70

71