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Barrage BOQ

The document provides material requirements for various construction elements of a project. It includes the estimated concrete and steel quantities for structures like the barrage pier, undersluice floor, divide wall, abutment, cutoff walls, bridge, bypass channel, and fish pass. The total estimated concrete requirement is 27,987.45 cubic meters including different grades. The total estimated steel requirement is 1,885.72 metric tons.

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Powerhouse Shaft
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301 views19 pages

Barrage BOQ

The document provides material requirements for various construction elements of a project. It includes the estimated concrete and steel quantities for structures like the barrage pier, undersluice floor, divide wall, abutment, cutoff walls, bridge, bypass channel, and fish pass. The total estimated concrete requirement is 27,987.45 cubic meters including different grades. The total estimated steel requirement is 1,885.72 metric tons.

Uploaded by

Powerhouse Shaft
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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PEL SMEC Difference

CEMENT CONCRETE
PCC
M -15 Cum 1000 2707 -1707
M -20 Cum 7060 4837.5 2222.5
RCC 0
M-20 Cum 1000 636 364

M-25 Cum 19120 18200.99 919.0074

M-50 Cum 1420 1605.96 -185.96

STEEL FOR
REINFORCEMENT MT 930 0 930

Total Concrete 29600 27987.45 1612.5474

Boulder wire crates 4000 4837.5 -837.5


Remarks

100 mm PCC +Backfill


C\C Blocks

Curtain wall
Pier, abutment,divide wall,bridge,cutoff,floor,bypass,
fishpass
300mm lining
Total Concrete(m3)
Barrage
Pier 1874.88
Floor-U/S 1008.35
Floor-2.1 2693.7
Floor-1.9 1376
Floor-1.6 1118

Undersluice
Pier 399.28
Floor-U/S 297.5
Floor-2.5 803
Floor-2.2 380
Floor-1.9 320

Divide wall 957


Abutment-right 1152.9
Abutment-Left 1329.0396
Turnion girder 18
Bridge 782.5

Cut-off-U/S 436.72
Cut-off-D/S 1509.44
Other cutoff 795
300 mm thick HPC for all floor 1605.96

100mm PCC 954


Curtain Wall 636
Backfill concrete 1753
Bypass Channel 361
Fish pass 588.683

Pier+divide wall+abutment 5731.0996


Floor 7996.55
Bridge 782.5
Cut-off 2741.16
Toe wall 636
300mm M-50 1605.96
100 mm PCC 954
Backfill concrete 1753
Bypass floor 361
Fish pass 588.683
c\c blocks 4837.5

Total 27987.4526
Total Steel(m3)
Concrete(m3)
187.488 PCC
100.835 M-15 2707
269.37 M-20
137.6
111.8 RCC
M-20 636
M-25 18200.9926
M-50 1605.96

39.928 Total 23149.9526


29.75
80.3
38
32
7996.55

95.7 Pier 5713.1


115.29 Main floor 7996.55
132.90396 2741.16
1.8
78.25

43.672
150.944
79.5
160.596

36.1
58.8683

573.10996
799.655
78.25
274.116

160.596
36.1
58.8683
Description Value Unit
Barrage Pier
Avg. Height 7.2 m
Length 21.7 m
Width 2 m
No. 6
Total Volume 1874.88 m3

Divide wall
Average height 8.7 m
Length 55 m
Width 2 m
Total Volume 957 m3

Abutment-right
Average Height 7 m
Length 82.35 m
Width 2 m
Total volume 1152.9 m3
m
Abutment-left
Average Height 8.2 m
Length 81.039 m
Width 2 m
Total volume 1329.04 m3
m
Undersluice Pier
Avg. Height 9.2 m
Length 21.7 m
Width 2 m
No. 1 m
Total Volume 399.28 m3

Concrete for trunion girder 18 m3

Bridge
Slab
width 7.5 m
Length 110 m
depth 0.5 m
Total Volume 412.5 m3

Girder
depth 1 m
width 0.5 m
Length 100 m
Number 3
Total Volume 150 m3

Gantry girder
Area 1 m2
Length 110 m
No. 2
Concrete volume 220 m3

Floor-barrage
Part-I(U/s of pier)
Depth 0.7 m
Area 1440.5 m
Total Concrete 1008.35 m3

Part-II (2.1m)
Depth 1.8 m
Length 18.25 m
Width 82 m
Total Concrete 2693.7 m3

Part-III(1.9m)
Depth 1.6 m
Length 10 m
Width 86 m
Total Concrete 1376 m3

Part-IV(1.6m)
Depth 1.3 m
Length 10 m
Width 86 m
Total Concrete 1118 m
Total Barrage floor 6196.05 m3

Floor-Undersluice
Part-I(U/s of pier)
Depth 0.7 m
Area 425 m
Total Concrete 297.5 m3

Part-II (2.5m)
Depth 2.2 m
Length 18.25 m
Width 20 m
Total Concrete 803 m3

Part-III(2.2m)
Depth 1.9 m
Length 10 m
Width 20 m
Total Concrete 380 m3

Part-IV(1.9m)
Depth 1.6 m
Length 10 m
Width 20 m
Total Concrete 320 m
Total Undersluice floor 1800.5 m3

300mm thick HPC


Thickness 0.3 m
Area 5920 m2
Area covered by pier divide wall abutment 566.8 m2

Total Concrete 1605.96 m3

Cut-off-U/S
Area 4.12 m2
Length 106 m
Concrete 436.72 m3

Cut-off-D/S
Area 14.24 m
Length 106 m
Concrete 1509.44 m3

Other cut-off 795 m3

Total concrete for cutoff backfill 1753 m3

Toe wall
Area 3 m
Length 106 m
Number 2
Total Concrete 636 m3

100mm thick pcc 954 m3

Total (Pier+Divide wall+abutment) 5731.1 m3


Total Bridge 782.5 m3
Total Floor 7996.55 m3
Total Cutoff 2741.16 m3
Backfill for cutoff 1753 m3
Total Concrete(M-25) 17251.31 m3
Total Concrete(M-50) 1605.96 m3
m
Steel 1885.727 Ton
Remarks
Description Value Unit
Bypass Channel
Floor-I
Length 18 m
Width 3 m
Thickness 1.5 m
Total Volume 81 m3
Floor-II
Length 56 m
Width 5 m
Thickness 1 m
Total Volume 280 m3

Total Concrete Bypass channel 361 m3


Total Steel Bypass 36.1 MT

Fish Pass
1. Upto gate
Wall
Height 7.4 m
width 1.5 m
Length 13.33 m
Total Concrete 147.963 m3

Floor
thickness 1.5 m
width 4 m
length 13.33 m
Total concrete 79.98 m3

2. Pool Portion
Outside wall
Length 88.3 m
Thickness 1 m
Height 3 m
Total Volume 264.9 m3
Floor
Length 88.3 m
Thickness 0.4 m
Width 2 m
Total Volume 70.64 m3

Baffle wall
Length 1.75 m
width 0.2 m
Height 3 m
Number 24 m
Total Concrete 25.2 m3
Fish pass (Total Concrete) 588.683 m3
Fish pass (Total steel) 58.8683 MT
Remarks
CC-blocks
Thickness 1.5 m
Area 3225 m Both u/s & D/s
Total Concrete 4837.5 m3

Boulder wir crates


Thickness 1.5 m
Area 3225 m2
Total 4837.5 m3

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