First, we will sum up the total quantity of materials from all 7 parts series of this compound wall.
The volume of RCC for compound wall
= [for footings+ for plinth beam + for columns]
= [0.743 cum + 2.75 cum. +1.561 cum.]
=5.054 cum.i.e. 178.48 cu ft.
Let us make this RCC in M20-grade concrete.
The no. of cement bags required for RCC work
= [8.06 bags ×( 5.054 cum ÷ 1 cum )]
= 40.73 bags
The volume of sand required for RCC work
=[ 0.42 cum ×( 5.054 cum ÷ 1 cum )]
=2.122 cum. i.e. 74.938 cu ft.
The volume of coarse aggregates required for RCC work
= [0.84 ×( 5.054 cum ÷ 1 cum )]
= 4.245 cum. i.e. 149.91 cu ft.
Note: The value i.e. directly added above is taken from "Calculating the quantity of materials in different grades of concrete".
Now, we will sum up the total quantity of cement, sand, & aggregates required for the compound wall construction.
Note: The value i.e. mentioned below are taken from all 8 parts of the series.
The total number of cement bags for compound wall work.
= [for PCC + for masonry + for RCC + for coping]
= [12.70 + 3.516 + 40.73 + 3.537]
= 60.483 bags
The total volume of sand required in the compound work
= [for PCC + for masonry + for RCC + for coping ]
= [31.156 + 25.86 + 74.938 + 8.675]
= 140.629 cu ft.
The total volume of coarse aggregates required in the compound work.
= [for PCC + for RCC + for coping]
= [62.31 + 149.91 + 17.35]
= 229.57cu ft.
The total weight of rebars required for the compound work.
= for footing + for plinth beam + for columns
= [43.98 kgs + 260.69 kgs. + 175.9 kgs.]
= 480.57 kgs.
Let us find out the material & labor cost for the construction of a compound wall.
Material cost:
Sl.No. Description Quantity Rate Unit Amount
2. Total cement bags
3. Total sand for
compound work 140.629 60 cu ft. 8437.74
4. Total aggregates for
compound work 229.57 54 cu ft. 12396.78
5. concrete blocks 712 30 no. 21360.00
6. reinforcement
bars 480.57 48 kg. 23067.36
Total material cost for compound work = INR 89211.42
Labor cost:
Sl.No. Description Quantity Rate Unit Amount
1. Earthwork excavation
for the compound 285.365 5 cu ft. 1426.82
2. Boulder soling 42 6 cu ft. 252.00
3. PCC work 70.81 24 cu ft. 1699.44
4. Muroom filling 85.102 3 cu ft. 255.306
5. RCC work 178.48 65 cu ft. 11601.2
6. Block masonry 338.78 24 cu ft. 8130.72
7. coping 19.717 32 cu ft 630.94
Total labor cost for compound work = INR 23996.43
The total cost of the compound work = INR 1,13,207.85
Add 1.5% for water charges & labor for curing =INR 1,698.11
Add 10% for contractors profit =INR 11,320.78
Total expenditure for the compound wall
=INR 1,26,226.74
Note: The rate of the material & labor changes according to their availability in different regions.
The cost of the compound wall/ r ft. length
= total expenditure ÷ compound wall length
= 126226.74 ÷ 140 ft.
= INR 901.62 / r ft.
The cost of the compound wall / sq ft.
cost per r ft.÷ compound wall height above GL.
= 901.62 ÷ 6.416 ft.
= INR 140.52 / sq ft.
To go through rate analysis & cost-related articles, click here.
how much cost for rcc wall contruction of length*width*hight = 200*150*45 ft measurement.
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