d05_r04 shi & estimation
TRANSCRIPT
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1 2 3 4
No damage Severity: Low Severity: Medium Severity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 59.04 m2 57.56 1.48 0.00 0.00 1.025 2 2 4.10 1 Road type MDR
3 Wing wall 77.76 m2
73.87 3.89 0.00 0.00 1.050 2 2 4.20 1 Number of span 2
4 Concrete deck slab 93.48 m2
77.12 0.00 0.00 16.36 1.525 3 2 9.15 1 Each span length (m) 5.7
5 Abutment & pier caps 10.78 m2 10.78 0.00 0.00 0.00 1.000 4 2 8.00 1 Outer width of bridge (m) 8.2
6 Piers 62.53 m2 53.15 9.38 0.00 0.00 1.150 4 2 9.20 1 Total plan area (m
2) 93.48
7 RCC/PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 1
8 Expansion joints 24.60 m 24.60 0.00 0.00 0.00 1.000 1 3 3.00 1 Top width of pier (m) 1
9 Approach carriageway 57.40 m2 57.40 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier (m) 1.4
10 Batter protection 0.00 m2 0.00 0.00 0.00 0.00 0.000 1 2 0.00 0 Height of pier (m) 3.1
11 General cleaning 0.00 each 0.00 0.00 0.00 0.00 0.000 1 3 0.00 0 Length of return/wing wall (m) 5.4
12 Wearing surface 83.22 m2 62.42 20.81 0.00 0.00 1.250 1 3 3.75 1 Number of bearings 0
13 Waterway 2.00 each 2.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.5
14 Parapet/Railing/Crash barrier 22.80 m 12.80 0.00 10.00 0.00 1.877 1 2 3.75 1 Width of bridge between kerbs 7.3
15 Floor protection work 173.20 m2 173.20 0.00 0.00 0.00 1.000 1 2 2.00 1 Thickness of caps 0.3
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 53.154386 11 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I 4.00 4.00 3.00 3.00 3.53
17.064
D05_R04_CH - 0.024 - (Nimapada Astaranga Road)
ItemElement
description
Total
quantityUnits
Estimated quantity in various condition states ESCI
(Eq1)Si Mi ESCI*Si*Mi
SHI=CF*{(ESCI*SI*MI)/n SHI = 53.1543859649123 X 3.531 / 11
OSCI=1 when SHI=1
OSCI=2 when 1
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Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 5 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 0 0 NA
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 16 18 927
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 1 68 793
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2 101 15 1 489
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 1.84 - (Nimapada Astaranga Road) Poor < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
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Rate Amount
a a
D05_R04_CH - 1.84 - (Nimapada Astaranga Road) Poor < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 642 0 0 NA
20 15.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oe
of embankment complete as per drawing and Technical specifications.m
3 1 376 0 0 NA
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 117 0 0 NA
22 Construct ion of masonry toe wal l for batter protection. m3 3 588 0 0 NA
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 328 0 0 NA
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 952 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 944 0 0 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.
m2 47 21 978
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the Engineer.
m2 1 356 21 28 212
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 11 538 0 0 NA
29 Providing new guard post in both side of carriage way as per technical specifications no. 800 0 0 NA
30 16.18 Replacement of Damaged Concrete Railing. m 2 031 0 0 NA
31 16.22 Repair of RCC Railing m 122 10 1 220
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
33 8.3 Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paintblack or any other approved colour to give an even shade)
Eachbridge
611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for miscellaneous items not accounted for LS 20 000
155 841
1 667
Total Cost :
Cost of Bridge per m2 of plan area
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1 2 3 4
No damage Sevirity: Low Sevirity: Medium Sevirity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 30.42 m2 11.41 0.00 0.00 19.01 2.875 2 2 11.50 1 Road type MDR
3 Wing Wall 22.82 m2 8.56 0.00 0.00 14.26 2.875 2 2 11.50 1 Number of Span 2
4 Concrete deck Slab 71.76 m2 59.20 0.00 0.00 12.56 1.525 3 2 9.15 1 Each span length(m) 4.6
5 Abutment & pier caps 6.74 m2 6.41 0.34 0.00 0.00 1.050 4 2 8.40 1 Outer width of bridge(m) 7.8
6 Piers 27.64 m2 10.37 0.00 0.00 17.28 2.875 4 2 23.00 1 Total plan area(m^2) 71.76
7 RCC / PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 1
8 Expansion joints 23.40 m 23.40 0.00 0.00 0.00 1.000 1 3 3.00 1 Top width of pier(m) 0.89 Approach carriageway 54.60 m2 54.60 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier(m) 1
10 Batter protection 32.30 m2 0.00 0.00 0.00 32.30 4.000 1 2 8.00 1 Height of pier(m) 1.5
11 General cleaning 0.00 each 0.00 0.00 0.00 0.00 0.000 1 3 0.00 0 Length of return/wing wall(m) 2.925
12 Wearing surface 64.40 m2 53.13 0.00 11.27 0.00 1.350 1 3 4.05 1 Number of bearings 0
13 Waterway 2.00 each 2.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.45
14Parapet/Railing/Crash
barrier18.40 m 0.00 0.00 0.00 18.40 4.000 1 2 8.00 1 width of bridge between kerbs 7
15 Floor protection work 0.00 m2 0.00 0.00 0.00 0.00 0.000 1 2 0.00 0 Thickness of caps 0.2
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 92.6 11 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I4.00 4.00 3.00 3.00 3.53
29.727
D05_R04_CH - 1.84 - (Nimapada Astaranga Road)
ItemElement
description
Total
quantityUnits
Estimated quantity in
various condition statesESCI
(Eq1)Si Mi ESCI*Si*Mi
SHI=CF*{(ESCI*SI*MI)/n SHI = 92.6 X 3.531 / 11
OSCI=1 when SHI=1
OSCI=2 when 1
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Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 1 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 0 0 NA
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 152 13 14 855
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 232 30 67 897
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0.045 3 127
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 466 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 044 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 124 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 519 8 28 152
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 51 2 022
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2 99 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 1.84 - (Nimapada Astaranga Road) Poor 6m-30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
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Rate Amount
a a
D05_R04_CH - 1.84 - (Nimapada Astaranga Road) Poor 6m-30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 599 0 0 NA
20 15.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oe
of embankment complete as per drawing and Technical specifications.m
3 1 359 10 13 170Stone
pitching
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 099 5 5 325
F ter
22 Construct ion of masonry toe wal l for batter protection. m3 3 588 9 32 971
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 312 0 0 NA
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 848 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 841 0 0 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.
m2 47 11 530
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the Engineer.
m2 1 355 11 15 271
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 12 012 0 0 NA
29 Providing new guard post in both side of carriage way as per technical specifications no. 800 0 0 NA
30 16.18 Replacement of Damaged Concrete Railing. m 2 173 0 0 NA
31 16.22 Repair of RCC Railing m 129 0 0 NA
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
33 8.3 Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paintblack or any other approved colour to give an even shade)
Eachbridge
611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for miscellaneous items not accounted for LS 20 000
215 542
3 004
Total Cost :
Cost of Bridge per m2 of plan area
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1 2 3 4
No damage Severity: Low Severity: Medium Severity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 42.84 m2 42.84 0.00 0.00 0.00 1.000 2 2 4.00 1 Road type MDR
3 Wing wall 39.02 m2
39.02 0.00 0.00 0.00 1.000 2 2 4.00 1 Number of span 6
4 Concrete deck slab 292.32 m2 275.27 0.00 17.05 0.00 1.117 3 2 6.70 1 Each span length (m) 5.8
5 Abutment & pier caps 34.01 m2 32.31 0.00 1.70 0.00 1.100 4 2 8.80 1 Outer width of bridge (m) 8.4
6 Piers 209.39 m2 207.29 0.00 2.09 0.00 1.020 4 2 8.16 1 Total plan area (m
2) 292.32
7 RCC/PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 5
8 Expansion joints 58.80 m 0.00 58.80 0.00 0.00 2.000 1 3 6.00 1 Top width of pier (m) 0.8
9 Approach carriageway 58.80 m2 58.80 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier (m) 1.2
10 Batter protection 55.24 m2 0.00 55.24 0.00 0.00 2.000 1 2 4.00 1 Height of pier (m) 2.1
11 General cleaning 6.00 each 6.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Length of return/wing wall (m) 3.825
12 Wearing surface 245.34 m2 245.34 0.00 0.00 0.00 1.000 1 2 2.00 1 Number of bearings 0
13 Waterway 6.00 each 6.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.45
14 Parapet/Railing/Crash barrier 69.60 m 69.60 0.00 0.00 0.00 1.000 1 2 2.00 1 Width of bridge between kerbs 7.05
15 Floor protection work 520.32 m2 429.26 91.06 0.00 0.00 1.175 1 2 2.35 1 Thickness of caps 0.3
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 57.01 13 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I 4.00 4.00 3.00 3.00 3.53
15.486
D05_R04_CH - 4.88 - (Nimapada Astaranga Road)
ItemElement
description
Total
quantityUnits
Estimated quantity in various condition states ESCI
(Eq1)Si Mi ESCI*Si*Mi
SHI=CF*{(ESCI*SI*MI)/n SHI = 57.01 X 3.531 / 13
OSCI=1 when SHI=1
OSCI=2 when 1
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Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 3 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 126 67 723
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 17 19 729
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0 0 NA
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2 101 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 4.88 - (Nimapada Astaranga Road) Poor >30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
8 of 27
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Rate Amount
a a
D05_R04_CH - 4.88 - (Nimapada Astaranga Road) Poor >30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 642 0 0 NA
20 15.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oe
of embankment complete as per drawing and Technical specifications.m
3 1 376 18 24 273Stone
pitching
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 117 9 9 852
F ter
22 Construct ion of masonry toe wal l for batter protection. m3 3 588 0 0 NA
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 328 12 15 958
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 952 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 944 41 202 581 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.
m2 47 0 0 NA
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the Engineer.
m2 1 356 0 0 NA
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 11 538 0 0 NA
29 Providing new guard post in both side of carriage way as per technical specifications no. 800 0 0 NA
30 16.18 Replacement of Damaged Concrete Railing. m 2 031 0 0 NA
31 16.22 Repair of RCC Railing m 122 0 0 NA
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
33 8.3 Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paintblack or any other approved colour to give an even shade)
Eachbridge
611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for miscellaneous items not accounted for LS 20 000
374 338Total Cost :
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1 2 3 4
No damage Sevirity: Low Sevirity: Medium Sevirity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 30.78 m2 30.78 0.00 0.00 0.00 1.000 2 2 4.00 1 Road type MDR
3 Wing Wall 21.66 m2 21.66 0.00 0.00 0.00 1.000 2 2 4.00 1 Number of Span 3
4 Concrete deck Slab 111.78 m2 41.92 0.00 0.00 69.86 2.875 3 2 17.25 1 Each span length(m) 4.6
5 Abutment & pier caps 10.54 m2 10.54 0.00 0.00 0.00 1.000 4 2 8.00 1 Outer width of bridge(m) 8.1
6 Piers 58.37 m2 56.92 0.00 1.46 0.00 1.050 4 2 8.40 1 Total plan area(m^2) 111.78
7 RCC / PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 2
8 Expansion joints 32.40 m 0.00 32.40 0.00 0.00 2.000 1 3 6.00 1 Top width of pier(m) 0.65
9 Approach carriageway 56.70 m2 56.70 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier(m) 0.65
10 Batter protection 0.00 m2 0.00 0.00 0.00 0.00 0.000 1 2 0.00 0 Height of pier(m) 1.6
11 General cleaning 0.00 each 0.00 0.00 0.00 0.00 0.000 1 3 0.00 0 Length of return/wing wall(m) 2.85
12 Wearing surface 100.74 m2 100.74 0.00 0.00 0.00 1.000 1 2 2.00 1 Number of bearings 0
13 Waterway 3.00 each 3.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.3
14Parapet/Railing/Crash
barrier27.60 m 27.60
0.00 0.00 0.001.000 1 2 2.00 1 width of bridge between kerbs 7.3
15 Floor protection work 211.65 m2 211.65 0.00 0.00 0.00 1.000 1 2 2.00 1 Thickness of caps 0.2
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 59.65 11 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I4.00 4.00 3.00 3.00 3.53
19.149
D05_R04_CH - 8.39 - (Nimapada Astaranga Road)
ItemElement
description
Total
quantityUnits
Estimated quantity in
various condition statesESCI
(Eq1)Si Mi ESCI*Si*Mi
SHI=CF*{(ESCI*SI*MI)/n SHI = 59.65 X 3.531 / 11
OSCI=1 when SHI=1OSCI=2 when 1
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11/27
Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 1 200
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 0 0 NA
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 152 112 128 771
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 232 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 1.3 90 119
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 466 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 044 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 124 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 519 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2 99 1 144 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 8.39 - (Nimapada Astaranga Road) Poor
-
7/30/2019 d05_r04 Shi & Estimation
12/27
Rate Amount
a a
D05_R04_CH - 8.39 - (Nimapada Astaranga Road) Poor
-
7/30/2019 d05_r04 Shi & Estimation
13/27
1 2 3 4
No damage Severity: Low Severity: Medium Severity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 23.20 m2 23.20 0.00 0.00 0.00 1.000 2 2 4.00 1 Road type MDR
3 Wing wall 12.62 m2
12.62 0.00 0.00 0.00 1.000 2 2 4.00 1 Number of span 2
4 Concrete deck slab 57.60 m2 51.12 0.00 6.48 0.00 1.225 3 2 7.35 1 Each span length (m) 3.6
5 Abutment & pier caps 6.81 m2 6.81 0.00 0.00 0.00 1.000 4 2 8.00 1 Outer width of bridge (m) 8
6 Piers 18.04 m2 18.04 0.00 0.00 0.00 1.000 4 2 8.00 1 Total plan area (m
2) 57.6
7 RCC/PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 1
8 Expansion joints 24.00 m 24.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Top width of pier (m) 0.65
9 Approach carriageway 56.00 m2 46.20 0.00 9.80 0.00 1.350 1 3 4.05 1 Bottom width of pier (m) 0.65
10 Batter protection 0.00 m2 0.00 0.00 0.00 0.00 0.000 1 2 0.00 0 Height of pier (m) 1
11 General cleaning 0.00 each 0.00 0.00 0.00 0.00 0.000 1 3 0.00 0 Length of return/wing wall (m) 2.175
12 Wearing surface 51.84 m2 42.77 0.00 9.07 0.00 1.350 1 2 2.70 1 Number of bearings 0
13 Waterway 2.00 each 2.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.45
14 Parapet/Railing/Crash barrier 14.40 m 14.40 0.00 0.00 0.00 1.000 1 2 2.00 1 Width of bridge between kerbs 7.2
15 Floor protection work 110.00 m2 110.00 0.00 0.00 0.00 1.000 1 2 2.00 1 Thickness of caps 0.2
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 48.1 11 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I 4.00 4.00 3.00 3.00 3.53
15.441SHI=CF*{(ESCI*SI*MI)/n SHI = 48.1 X 3.531 / 11
OSCI=1 when SHI=1
OSCI=2 when 1
-
7/30/2019 d05_r04 Shi & Estimation
14/27
Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 5 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 0 0 NA
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 6 7 497
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0 0 NA
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2 101 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 8.39 - (Nimapada Astaranga Road) FAIR
-
7/30/2019 d05_r04 Shi & Estimation
15/27
Rate Amount
a a
D05_R04_CH - 8.39 - (Nimapada Astaranga Road) FAIR
-
7/30/2019 d05_r04 Shi & Estimation
16/27
1 2 3 4
No damage Severity: Low Severity: Medium Severity: High
1 Bearing 30.00 each 27.00 0.00 0.00 3.00 1.300 3 1 3.9 1 Year of construction 1968
2 Abutment & dirt wall 104.58 m2 104.58 0.00 0.00 0.00 1.000 2 2 4.00 1 Road type MDR
3 Wing wall 238.14 m2
238.14 0.00 0.00 0.00 1.000 2 2 4.00 1 Number of span 5
4 Concrete deck slab 892.25 m2 874.41 17.85 0.00 0.00 1.020 3 2 6.12 1 Each span length (m) 21.5
5 Abutment & pier caps 51.55 m2 49.49 0.00 2.06 0.00 1.080 4 2 8.64 1 Outer width of bridge (m) 8.3
6 Piers 373.88 m2 372.01 0.00 0.00 1.87 1.015 4 2 8.12 1 Total plan area (m
2) 892.25
7 RCC/PSC/Steel girder 1322.25 m2 1309.03 0.00 13.22 0.00 1.020 4 2 8.16 1 Number of pier 4
8 Expansion joints 49.80 m 0.00 0.00 49.80 0.00 3.000 1 3 9.00 1 Top width of pier (m) 1.6
9 Approach carriageway 58.10 m2 58.10 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier (m) 2
10 Batter protection 337.18 m2 337.18 0.00 0.00 0.00 1.000 1 2 2.00 1 Height of pier (m) 4.20
11 General cleaning 0.00 each 0.00 0.00 0.00 0.00 0.000 1 3 0.00 0 Length of return/wing wall (m) 9.45
12 Wearing surface 779.38 m2 779.38 0.00 0.00 0.00 1.000 1 2 2.00 1 Number of bearings 30
13 waterway 5.00 each 5.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 2.1
14 Parapet/Railing/Crash barrier 215.00 m 204.25 10.75 0.00 0.00 1.050 1 2 2.10 1 Width of bridge between kerbs 7.25
15 Floor protection work 0.00 m2 0.00 0.00 0.00 0.00 0.000 1 2 0.00 0 Thickness of caps 0.5
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 1.9
(ESCI*SI*CPIL) 64.04 13 No of girders per span 3
A E R I
CF=0411 A+0 120E+0.
107R+0.362I 4.00 4.00 3.00 3.00 3.53
17.396SHI=CF*{(ESCI*SI*MI)/n SHI = 64.04 X 3.531 / 13
OSCI=1 when SHI=1
OSCI=2 when 1
-
7/30/2019 d05_r04 Shi & Estimation
17/27
Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 10 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 30 32 790
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 0 0 NA
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 35 40 494
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0 0 NA
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2
101 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 19 17 908
D05_R04_CH - 20.06 - (Nimapada Astaranga Road) POOR >30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
17 of 27
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Rate Amount
a a
D05_R04_CH - 20.06 - (Nimapada Astaranga Road) POOR >30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 642 50 131 572
20 15.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oe
of embankment complete as per drawing and Technical specifications.m
3 1 376 0 0 NA
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 117 0 0 NA
22 Construction of masonry toe wall for batter protection. m3 3 588 0 0 NA
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 328 0 0 NA
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 952 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 944 0 0 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.m
2 47 0 0 NA
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the Engineer.
m2 1 356 0 0 NA
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 11 538 0 0 NA
29 Providing new guard post in both side of carriage way as per technical specifications no. 800 0 0 NA
30 16.18 Replacement of Damaged Concrete Railing. m 2 031 0 0 NA
31 16.22 Repair of RCC Railing m 122 11 1 312
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
33 8.3 Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paintblack or any other approved colour to give an even shade)
Eachbridge
611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for miscel laneous i tems not accounted for LS 20 000
265 297Total Cost :
18 of 27
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19/27
1 2 3 4
No damage Severity: Low Severity: Medium Severity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 22.01 m2 22.01 0.00 0.00 0.00 1.000 2 2 4.00 1 Road type MDR
3 Wing wall 10.94 m2
10.94 0.00 0.00 0.00 1.000 2 2 4.00 1 Number of span 2
4 Concrete deck slab 74.98 m2 71.23 0.00 3.75 0.00 1.100 3 2 6.60 1 Each span length (m) 4.6
5 Abutment & pier caps 6.96 m2 6.96 0.00 0.00 0.00 1.000 4 2 8.00 1 Outer width of bridge (m) 8.15
6 Piers 18.50 m2 18.50 0.00 0.00 0.00 1.000 4 2 8.00 1 Total plan area (m
2) 74.98
7 RCC/PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 1
8 Expansion joints 24.45 m 0.00 24.45 0.00 0.00 2.000 1 3 6.00 1 Top width of pier (m) 0.7
9 Approach carriageway 57.05 m2 57.05 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier (m) 0.7
10 Batter protection 0.00 m2 0.00 0.00 0.00 0.00 0.000 1 2 0.00 0 Height of pier (m) 1
11 General cleaning 2.00 each 2.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Length of return/wing wall (m) 2.025
12 Wearing surface 67.16 m2 33.58 0.00 33.58 0.00 2.000 1 2 4.00 1 Number of bearings 0
13 Waterway 2.00 each 2.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.35
14 Parapet/Railing/Crash barrier 18.40 m 18.40 0.00 0.00 0.00 1.000 1 2 2.00 1 Width of bridge between kerbs 7.3
15 Floor protection work 142.88 m2 142.88 0.00 0.00 0.00 1.000 1 2 2.00 1 Thickness of caps 0.2
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 53.6 12 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I 4.00 4.00 3.00 3.00 3.53
15.773SHI=CF*{(ESCI*SI*MI)/n SHI = 53.6 X 3.531 / 12
OSCI=1 when SHI=1
OSCI=2 when 1
-
7/30/2019 d05_r04 Shi & Estimation
20/27
Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 1 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm t hick)m
2 537 0 0 NA
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 4 4 338
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0 0 NA
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost o f
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2
101 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 22.13 - (Nimapada Astaranga Road) FAIR < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
20 of 27
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21/27
Rate Amount
a a
D05_R04_CH - 22.13 - (Nimapada Astaranga Road) FAIR < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 642 0 0 NA
20 15.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of to e
of embankment complete as per drawing and Technical specifications.m
3 1 376 0 0 NA
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 117 0 0 NA
22 Construction of masonry toe wall for batter protection. m3 3 588 0 0
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 328 0 0 NA
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 952 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 944 0 0 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.m
2 47 34 1 578
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the E ngineer.
m2 1 356 34 45 534
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 11 538 0 0 NA
29 Providing new guard post in both side of carriage way as per technical specifications no. 800 0 0 NA
30 16.18 Replacement of Damaged Concrete Railing. m 2 031 0 0 NA
31 16.22 Repair of RCC Railing m 122 0 0 NA
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
33 8.3 Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paintblack or any other approved colour to give an even shade)
Eachbridge
611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for misce llaneous items not accounted for LS 20 000
83 672
1 116
Total Cost :
Cost of Bridge per m2 of plan area
21 of 27
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23/27
Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 5 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 8 4 467
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 12 14 004
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 0 0 NA
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0 0 NA
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0 NA
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2
101 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 0 0 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 0 0 NA
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 0 0 NA
D05_R04_CH - 25.06 - (Nimapada Astaranga Road) FAIR < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
23 of 27
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24/27
Rate Amount
a a
D05_R04_CH - 25.06 - (Nimapada Astaranga Road) FAIR < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 642 0 0 NA
20 15.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oeof embankment complete as per drawing and Technical specifications.
m3 1 376 0 0 NA
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 117 0 0 NA
22 Construct ion of masonry toe wal l for batter protection. m3 3 588 0 0 NA
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 328 0 0 NA
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 952 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 944 0 0 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.m
2 47 0 0 NA
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the Engineer.
m2 1 356 0 0 NA
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 11 538 0 0 NA
29 16.21 Providing and fixing guard post no. 800 24 19 200
30 16.18 Replacement of Damaged Concrete Railing. m 2 031 0 0 NA
31 16.22 Repair of RCC Railing m 122 0 0 NA
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
33 8.3
Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint
black or any other approved colour to give an even shade)
Each
bridge 611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for miscellaneous items not accounted for LS 20 000
73 894
305
Total Cost :
Cost of Bridge per m2 of plan area
24 of 27
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1 2 3 4
No damage Severity: Low Severity: Medium Severity: High
1 Bearing 0.00 each 0.00 0.00 0.00 0.00 0.000 3 1 0 0 Year of construction
2 Abutment & dirt wall 23.25 m2 23.25 0.00 0.00 0.00 1.000 2 2 4.00 1 Road type MDR
3 Wing wall 0.00 m2
0.00 0.00 0.00 0.00 0.000 2 2 0.00 0 Number of span 2
4 Concrete deck slab 63.00 m2 51.98 0.00 0.00 11.03 1.525 3 2 9.15 1 Each span length (m) 4.2
5 Abutment & pier caps 6.41 m2 6.41 0.00 0.00 0.00 1.000 4 2 8.00 1 Outer width of bridge (m) 7.5
6 Piers 21.30 m2 21.30 0.00 0.00 0.00 1.000 4 2 8.00 1 Total plan area (m
2) 63
7 RCC/PSC/Steel girder 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Number of pier 1
8 Expansion joints 22.50 m 0.00 22.50 0.00 0.00 2.000 1 3 6.00 1 Top width of pier (m) 0.65
9 Approach carriageway 52.50 m2 52.50 0.00 0.00 0.00 1.000 1 3 3.00 1 Bottom width of pier (m) 0.65
10 Batter protection 20.41 m2 15.31 0.00 0.00 5.10 1.750 1 2 3.50 1 Height of pier (m) 1.25
11 General cleaning 0.00 each 0.00 0.00 0.00 0.00 0.000 1 3 0.00 0 Length of return/wing wall (m) 2.325
12 Wearing surface 56.28 m2 56.28 0.00 0.00 0.00 1.000 1 3 3.00 1 Number of bearings 0
13 Waterway 2.00 each 2.00 0.00 0.00 0.00 1.000 1 3 3.00 1 Thickness of superstructure (m) 0.3
14 Parapet/Railing/Crash barrier 16.80 m 15.96 0.84 0.00 0.00 1.050 1 2 2.10 1 Width of bridge between kerbs 6.7
15 Floor protection work 125.33 m2 125.33 0.00 0.00 0.00 1.000 1 2 2.00 1 Thickness of caps 0.2
16 Foundation 0.00 m2 0.00 0.00 0.00 0.00 0.000 4 2 0.00 0 Depth of girder 0
(ESCI*SI*CPIL) 51.75 11 No of girders per span 0
A E R I
CF=0411 A+0 120E+0.
107R+0.362I4.00 4.00 3.00 3.00 3.53
16.613SHI=CF*{(ESCI*SI*MI)/n SHI = 51.75 X 3.531 / 11
OSCI=1 when SHI=1
OSCI=2 when 1
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Rate Amount
a a1 2.3 Clearing and uprooting rank vegetation, bushes, shrubs, saplings etc including removal and disposal. m
2 10 LS 1 000
2 Cleaning and Greasing of Metallic bearings complete as per Technical specification no. 1 093 0 0 NA
3 16.8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement
complete as per Technical specification (10mm thick)m
2 537 1 269
4 16.3Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with
epoxy complete as per Technical specification (25mm thick)m
2 1 157 0 0 NA
5 16.6Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter,
available in present formulations, to be applied as per instructions of manufacturer and as approved by the E ngineer.m
2 2 580 11 28 445
6
Jacketing of concrete surface and exposed steel reinforcement complete as per Technical specification using 200mm
thick M 30 grade concrete including reinforcement(@ 40 kg per m3), formwork etc and all accessories to complete
the work.
m2 2 203 0 0 NA
7 Supplying ,hoisting, fixing steel joists in superstructure including painting and all required materials complete. tonne 75 000 0 0 NA
8 14.2 Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications tonne 68 793 0 0 NA
9Drilling of holes in existing concrete and fixing new reinforcement with epoxy mortar grout but excluding cost of
reinforcementno. 423 0 0 NA
10 16.11 Epoxy bonding of new concrete to old concrete m2 663 0 0
11 12.5Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing
and technical specificationsm
3 5 083 0 0 NA
12 13.1Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical
Specificationsm
3 5 165 0 0 NA
13 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications m3 3 588 0 0 NA
14 13.2 Pointing with cement mortar (1:3 ) on brick work/stone work in substructure as per Technical specifications m2 40 0 0 NA
15 13.5 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications m2
101 0 0 NA
16 16.4
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical
Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion
of grouting with Cement/Epoxy
no. 501 4 2 004 NA
17 16.5Sealing of crack / porous concrete with cement grout by injection process through nipples / grouting complete as
per clause 2803.1.kg 66 1 66
18 16.7 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. kg 925 22 19 980
D05_R04_CH - 25.06 - (Nimapada Astaranga Road) POOR < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
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Rate Amount
a a
D05_R04_CH - 25.06 - (Nimapada Astaranga Road) POOR < 30m
Sl.
No.
MORTH
Ref.Item description Unit Quantity Remarks
19 16.17 Replacement of Expansion Joints complete as per drawings m 2 642 0 0 NA
20 15.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oeof embankment complete as per drawing and Technical specifications.
m3 1 376 0 0 NA
21 15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. m3 1 117 0 0 NA
22 Construct ion of masonry toe wal l for batter protection. m3 3 588 0 0 NA
23 15.11Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40
kg beyond curtain wall.m
3 1 328 0 0 NA
24 Construction of Cut off wall for bed protection with m15 grade cement concrete m3 4 952 0 0 NA
25Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawing and technical specification laid
over cement concrete bedding.m
3 4 944 0 0 NA
26 16.2Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic
asphalt including disposal with all lift and lead upto 1000m.m
2 47 0 0 NA
27 5.14
Providing and laying in position 65 mm thick wearing coat consisting of 25mm thick layer of mastic asphalt over 40
mm bituminous concrete over deck slab after applying prime coat complete as per drawings and technical
specification sections 500 and 2700 or as directed by the Engineer.
m2 1 356 0 0 NA
28 14.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specificationsm
3 11 538 0 0 NA
29 16.21 Providing and fixing guard post no. 800 0 0 NA
30 16.18 Replacement of Damaged Concrete Railing. m 2 031 0 0 NA
31 16.22 Repair of RCC Railing m 122 0 0 NA
32 14.9 Providing Drainage Spouts complete as per drawing and Technical specification no. 1 114 0 0 NA
338.3
Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint
black or any other approved colour to give an even shade)
Each
bridge611 2 1 222
34 Safety measures, traffic regulation, scaffolding and other logistic arrangement for execution of works 10 000 LS 10 000
35 Provision for miscellaneous items not accounted for LS 20 000
82 985
1 317
Total Cost :
Cost of Bridge per m2 of plan area
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