| If, GRADE OF CONCRETE IS M-05, Ratio of M-05 Concrete – 1: 5: 10 CEMENT : – Required Quantity of Cement is – 0.096 mᶟ, 29 bags of Cement required for 1mᶟ, So, 2.79 bags say 3 Bags of cement are required, 1 cement Bag is equal to 50 Kg So, 139.56 Kg is Cement is required. (Without any Wastage) SAND : – Required Quantity of Sand is – 0.481 mᶟ / 16.993 ftᶟ (Without any Wastage) AGGREGATE : – Required Quantity of Sand is – 0.963 mᶟ / 33.99 ftᶟ (Without any Wastage) |
| If, GRADE OF CONCRETE IS M-7.5, Ratio of M-7.5 Concrete – 1: 4: 8
CEMENT : – Required Quantity of Cement is – 0.118 mᶟ, 29 bags of Cement required for 1mᶟ, So, 3.43 bags say 3.5 bags of cement are required, 1 cement Bag is equal to 50 Kg So, 171.169 Kg is Cement is required. (Without any Wastage)SAND : – Required Quantity of Sand is – 0.474 mᶟ / 16.732 ftᶟ (Without any Wastage) AGGREGATE : -Required Quantity of Sand is – 0.948 mᶟ / 33.46 ftᶟ (Without any Wastage) |
| If, GRADE OF CONCRETE IS M-10, Ratio of M-10 Concrete – 1: 3: 6
CEMENT : – Required Quantity of Cement is – 0.154 mᶟ, 29 bags of Cement required for 1mᶟ, So, 4.46 bags say 4.50 bags of cement are required, 1 cement Bag is equal to 50 Kg So, 223.30 Kg is Cement is required. (Without any Wastage)SAND : – Required Quantity of Sand is – 0.462 mᶟ / 16.313 ftᶟ (Without any Wastage) AGGREGATE : – Required Quantity of Sand is – 0.924 mᶟ / 32.63 ftᶟ (Without any Wastage) |
| If, GRADE OF CONCRETE IS M-15, Ratio of M-15 Concrete – 1: 2: 4
CEMENT : – Required Quantity of Cement is – 0.220 mᶟ, 29 bags of Cement required for 1mᶟ, So, 6.38 bags say 6.50 bags of cement are required, 1 cement Bag is equal to 50 Kg So, 319.00 Kg is Cement is required. (Without any Wastage)SAND : – Required Quantity of Sand is – 0.440 mᶟ / 15.536 ftᶟ (Without any Wastage) AGGREGATE : – Required Quantity of Sand is – 0.880 mᶟ / 31.07 ftᶟ (Without any Wastage) |
| If, GRADE OF CONCRETE IS M-20, Ratio of M-20 Concrete – 1: 1.5: 3
CEMENT : – Required Quantity of Cement is – 0.280 mᶟ, 29 bags of Cement required for 1mᶟ, So, 8.12 bags say 8.50 bags of cement are required, 1 cement Bag is equal to 50 Kg So, 406.00 Kg is Cement is required. (Without any Wastage)SAND : – Required Quantity of Sand is – 0.420 mᶟ / 14.830 ftᶟ (Without any Wastage) AGGREGATE : – Required Quantity of Sand is – 0.840 mᶟ / 29.66 ftᶟ (Without any Wastage) |
| If, GRADE OF CONCRETE IS M-25, Ratio of M-25 Concrete – 1: 1: 2 CEMENT : – Required Quantity of Cement is – 0.385 mᶟ, 29 bags of Cement required for 1mᶟ, So, 11.16 bags Say 11.50 bags of cement are required, 1 cement Bag is equal to 50 Kg So, 558.25 Kg is Cement is required. (Without any Wastage)SAND : – Required Quantity of Sand is – 0.385 mᶟ / 13.594 ftᶟ (Without any Wastage) AGGREGATE : -Required Quantity of Sand is – 0.770 mᶟ / 27.16 ftᶟ (Without any Wastage) |
Required Quantity of Cement, Sand, Aggregate for 1 mᶟ of Concrete
Concrete Grade
Ratio
Volume of
Concrete
Required Cement
Quantity
Required Sand
Quantity
Required
Aggregate Quantity
M-05
1:5:10
1 mᶟ
0.096
mᶟ / 2.79 Bags / 139.56 Kg
0.481 mᶟ/16.993 ftᶟ
0.963 mᶟ/33.99 ftᶟ
M-7.5
1:4:8
1 mᶟ
0.118
mᶟ /3.43 Bags / 171.769 Kg
0.474 mᶟ/16.732 ftᶟ
0.948 mᶟ/33.46 ftᶟ
M-10
1:3:6
1 mᶟ
0.154
mᶟ / 4.46 Bags / 223.30 Kg
0.462 mᶟ/ 16.313 ftᶟ
0.924 mᶟ/32.63 ftᶟ
M-15
1:2:4
1 mᶟ
0.220
mᶟ / 6.38 Bags / 319.00 Kg
0.440 mᶟ/15.536 ftᶟ
0.880 mᶟ/31.07 ftᶟ
M-20
1:1.5:3
1 mᶟ
0.280
mᶟ / 8.12 Bags / 406.00 Kg
0.420 mᶟ/ 14.830 ftᶟ
0.840 mᶟ/29.66 ftᶟ
M-25
1:1:2
1 mᶟ
0.385
mᶟ /11.16 Bags / 558.250 Kg
0.385 mᶟ/13.594 ftᶟ
0.770 mᶟ/27.16 ftᶟ