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8/13/2019 BOQ for Block Work
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Material Supplier Workers
Choueifat Block Work
Nizar Haydar tel: 03 383852 Nizar Abou
address: Tiro road near King Beton & Hijazi Glass
Note:
Aramoun
Bassem Al Jawhary tel: 03 375626address: Doha Aramoun
Note: 1 barrow = 65 L = 0.06
Sheikh Nizar tel: 03 088787
Aramoun before 1241
Note: Block Factory
Bill of Qauntities
Sand Density Block Work1600 kg/m3 Area = 100 m2
Estimated Quantities
Block (20cmx40cm) = 1250 No.
Cement Density Block Size (H x 20 x 40) = 10 cm
1440 kg/m3 Cement Sand Ratio 1: 6
Cement = 12.50 Bags.
Sand = 2.604 m3
Vol of Mortar required = 3.173 m3
Vol of Mortar required = 1.500 m3
Sand = 0.763 m3
Item Qauntities
Block size (cm)
10 12 15
Block (No.) 320
Sand ( m3)
Cement (bags)
Gravel (m3)
Labor Expenses ($)
Lintel Work
Item Qauntities
Rebar size (mm)
10 12 14
Steel (m) 320
Sand ( m3)
Cement (bags)
Gravel (m3)
Material
Material
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Labor Expenses ($)
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Plaster
Alyabes tel: 76 920868 Mohamad Shalash tel: 78 993540
Note: Note:
Turki tel: 76 664721
Note:
m3 for preparing 1 cu.m wet C.M(1:6), dry material required is 25% extra.
therefore dry material required is 1.25 cu.m
hence cement required=1.25/(1+6)=0.178 cu.m
(sand required=0.178*6=1.068 cu.m)
density of cement=1440 kg/cu.m
=>cement required in kg=0.178*1440=256.32cu.m
wt. of cement in kg per bag=50kg
therefore no. of bags required is=26.32/50=5.14bags.
Nominal Size Cubic Meters of Mortar Block Size
1 m3mortar 10 x 20 x 40 0.073 10 cm
5.14 cement bags 50 kg each 12 x 20 x 40 0.073 12 cm
1.068 m3 sand 15 x 20 x 40 0.073 15 cm
20 x 20 x 40 0.092 20 cm
25m2 need 3 cement bags Vol of Morta 0.9125 m3
0.6 m3 Cement 4.69 Bags.
Sand 0.97 m2
Qauntities Cost/unit Lump sum Total
20
0.032 102.4 $
1
7
0.5
100
Qauntities Cost/unit Lump sum Total
16
0.32
1
7
1
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70
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4
4.5
5
5.5
6
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from to from to
Cement powder,
portland85 95 - 1522
Material
Density
(lbs/ft3
) (kg/m3
)
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3.1 Consumptions for Plastering, Brickworks, Concreting etc.
Consumption of different materials of construction in the corresponding contr
be computed on the basis of the quantities shown in Table: 3-1, subject to a va
five percent. Where, however, the circumstances of work so require, the Engin
competent to allow (for record reason) for a greater variation.
N.B. :- This statement is based on the following assumptions:
(1) That dry sand with necessary allowance for bulking is used.
(2) That the size of bricks shall be 9 x 4 x 2 .
(3) Volume of 1 bag (50 Kg) cement = 0.035 m3
TABLE 3.1 1: QUANTITIES OF MATERIALS REQUIRED FOR PLASTERIN
CONCRETING & OTHER ITEMS
Sl.
No.Description of items Unit Quantities
5
CONSUMPTION OF MATERIALS
1
2
3
4
100 m2
7
8
9
10 mm cement plaster (4 : 1)
15 mm cement plaster (4 : 1)
20 mm cement plaster (4 : 1)
15 mm cement plaster (6 : 1)
20 mm cement plaster (6 : 1)
Ruled pointing6
100 m2
100 m2
100 m2
100 m2
100 m2
m3
m3
m3
Brickwork in cement mortar (1 : 3)
Brickwork in cement mortar (1 : 4)
Brickwork in cement mortar (1 : 6)
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ct items of works shall
riation of plus / minus
eer-in-charge shall be
G, BRICKWORK,
of materials required.
Sand 1.200 m3
Cement 428.6 kg
Sand 1.460 m3
Cement 657.1 kg
Sand 2.170 m3
Cement 778.6 kg
Sand 1.800 m3
Cement 428.6 kg
Sand 2.400 m3
Cement 571.4 kg
Sand 0.370 m3
Cement 174.3 kg
Brick 388 nos.
Cement 152.9 kg
Sand 0.320 m3
Brick 388 nos.Cement 118.6 kg
Sand 0.330 m3
Brick 388 nos.
Cement 78.57 kg
Sand 0.330 m3
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Bricks are generally manufactured to a size of 222mm x 106mm x 73
Area of 1 brick= 0.023532 m2
Area of 1000 brick= 23.532 m2
1 L= 0.001 m3
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mm height
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