pile foundation boq.pdf
TRANSCRIPT
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8/18/2019 Pile foundation BoQ.pdf
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Sl.
No.
DescriptionUnit
Rate
Rs. P
Amount
Rs. PRemarks
1 2 4 5 6 7
1 Single under reamed pile foundation with RCC
M20 using 12mm size black hard granite
(Crusher broken) stone chips including cost of
boring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding
of steel.
Single under ream pile
a) 375 mm dia and 6.0 metre long
Per 1 pile
Excavation of bore hole (assuming two pits can
be constructed per day)
Boring Mistry(Special) 2 Nos Each 80.00 160.00
150 winch operator 0.5 Nos Each 110.00 55.00
Hire & running charges of 1/2 Day per day 450.00 225.00
Tripod
Bentonite power 2.5 Bag eachBag 103.00 257.50
Overhead Charges 10% on material, labour & machinaries. 69.75
Total 767.25
R.C.C. M20
Volume of concrete = 3.14 d 2
x L + 4.13 d 3
=
4
= 3.14x (.375)2 x 6 + 4.13(.375)
3
4
= 0.66 + 0.22 = 0.88 Cum
(Rate as per 4 of R.C.C.) 0.88 cum 1 Cum 2231.30 1963.54
Add- Cost of 10% extra cement 0.284 qntl. 1 qntl 341.00 96.84
Total 2827.64Say Rs. 2827.60
(i) For each additional depth of 0.5m beyond initial
depth of 6.0 m add extra to the rate
Per 1 Pile
Excavation of bore hole - Take 6% of item 1(a)
R.C.C.M20 46.04
(Rate same as item No.4 of R.C.C.) 0.055 cum 1 cum 2231.30 122.72
Add- Cost of 10% extra) cement 0.0178 cum 1 qntl 341 6.07
Total 174.83
say Rs. 174.80 / Each
(ii) For each less depth of 0.5m from the initialdepth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item NO.1(a) (i) - - - 174.80
XV PILE FOUNDATION
Quantity
required
3
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8/18/2019 Pile foundation BoQ.pdf
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No.
DescriptionUnit
Rate
Rs. P
Amount
Rs. PRemarks
1 2 4 5 6 7
Quantity
required
3
b) 300mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- Take 90% of the rate in item No.1(a) 690.53
R.C.C. M20
Volume of concrete = 3.14 d 2 x L + 4.13 d 3
4
= 3.14x (0.30)2 x 6 + 4.13(0.30)
3
4
= 0.424 + 0.111 = 0.535 Cum
(Rate same as item No.1 of R.C.C.) 0.535 cum 1 cum 2231.30 1193.75
Add-Cost of 10% extra) cement 0.17288 qntl. 1 qntl 341 58.95
Total = 1943.22
Say Rs. 1943.20 / Each
(i) For each additional depth of 0.5m beyond initial
depth of 6.0m add extra to the rate.
Per 1 Pile
Excavation of bore hole- Take 6% of the rate in item 1(a) 46.04
R.C.C.M20
(Rate same as item No.1 of R.C.C.) 0.035 cum 1 cum 2231.30 78.10
Add- Cost of 10% extra) cement 0.0113 qntl. 1 qntl 341 3.85
Total = 127.98
Say Rs. 128.00 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No. 1b (i) - - 128.00
c) 250mm dia and 6.0m longPer 1 Pile
Excavation of bore hole- Take 83% of the rate in item 1(a) 636.82
R.C.C.M20
Volume of concrete = 3.14x (0.25)2 x 6 + 4.13(0.25)
3
4
= 0.294 + 0.065 = 0.359 Cum
(Rate same as item No.1 of R.C.C.) 0.359 cum 1 cum 2231.30 801.04
Add- Cost of 10% extra) cement 0.1159 qntl. 1qntl 341 39.52
Total = 1477.38
Say Rs. 1477.40 / Each
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8/18/2019 Pile foundation BoQ.pdf
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No.
DescriptionUnit
Rate
Rs. P
Amount
Rs. PRemarks
1 2 4 5 6 7
Quantity
required
3
(Rate same as item No.4 of R.C.C.) 0.647 cum 1 cum 2231.30 1443.65
Add- Cost of 10% extra) cement 0.209 qntl. 1 qntl 341 71.27
Total = 2378.08
Say Rs. 2378.10 / Each
(i) For each additional depth of 0.5m beyond initial
depth of 6.0m add extra to the rates
Per 1 Pile
Rate same as item No.1b(i) - - - 128.00 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No.1b(ii) - - - 128.00 / Each
c) 250mm dia and 6.0m long
Per 1 PileExcavation of bore hole- Take 83% of the rate in item 2(a) 796.02
R.C.C. M20
Volume of concrete = 3.14x (0.25)2 x 6 + 8.26(0.25)
3
4
= 0.294 + 0.129 = 0.423 Cum
(Rate same as item No.4 of R.C.C.) 0.423 cum 1 cum 2231.30 943.84
Add- Cost of 10% extra) cement 0.1366 qntl. 1 qntl 341 46.58
Total = 1786.44
Say Rs. 1786.40 / Each
(i) For each additional depth of 0.5m beyond initialdepth of 6.0m add extra to the rates
Per 1 Pile
Rate same as item No.1c(i) - - - 103.40 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No.1c(ii) - - - 103.40 / Each
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No.
DescriptionUnit
Rate
Rs. P
Amount
Rs. PRemarks
1 2 4 5 6 7
Quantity
required
3
d) 450mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- cost same as item No. 2(a) 959.06
Add 55% extra R.C.C. M20 - - - 527.48
Volume of concrete = 3.14x (0.45)2 x 6 + 8.26(0.45)3
4
= 0.954 + 0.752 = 1.706 Cum
(Rate same as item No.4 of R.C.C.) 1.706 cum 1 cum 2231.30 3806.60
Add- Cost of 10% extra) cement 0.551 qntl. 1 qntl 341 187.89
Total = 5481.04 /Each
Say Rs. 5481.00 / Each
(i) For each additional depth of 0.5 m beyond
initial depth of 6.0 m add extra to the rate.
Per 1 Pile
Excavation of the bore hole - Take 5% of item (a) 74.33
RCC M20
Rate as per item No. 4 of R.C.C. 0.0795 cum 1 cum 2231.30 177.39
Add-cost of 10% extra cement 0.0257 qntl 1 qntl 341 8.76
Total 260.48
Or Say 260.50
(ii) For each less depth of from the initial depth
of 6 m deduct from the rate
Per 1 Pile
Rate same as item d(.I) 260.50 /Each
Note :(I) Rate of RCC items have been arrived on crusher broken chips. If hand broken chips are to be used,
the difference in cost is to be subtracted to arrive at the finished rate.
(ii) 10 percent excess on the above rates will be allowed for the works being executed inside the jail premises.
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