Quantities Of Materials Per Cubic Metre Of Concrete 3q5b6v
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QUANTITIES OF MATERIALS PER CUBIC METRE OF CONCRETE ESTIMATED QUANTITIES OF MATERIALS REQUIRED PER CUBIC METRE OF COMPACTED MORTAR OR CONCRETE NOMINAL MIX CEMENT
F.A.
1
1
1
1.5
1
2
1
WATER CEMENT C.A. RATIO
WATER CEMENT PER CRUSHED SAND 50KG STONES (CUM) BY BY BAG OF (CUM) CEMENT WEIGHT NUMBER (KG) OF BAGS
NOTES
0.25
12.5
1015
20.3
0.710
-
Notes:
0.28
14
815
16.3
0.855
-
-
0.3
15
687
13.74
0.963
-
1. F.A.= Fine Aggregates, C.A.= Coarse Aggregates
2.5
-
0.35
17.5
585
11.7
1.023
1
3
-
0.4
20
505
10.1
1.06
-
1
4
-
0.53
26.5
395
7.9
1.106
-
1
6
-
0.7
35
285
5.7
1.197
-
1
8
-
0.9
45
220
4.4
1.232
-
1
1
2
0.3
15
560
11.2
0.392
0.784
1
2
2
0.42
21
430
8.6
0.602
0.602
1
1.5
3
0.42
21
395
7.9
0.414
0.828
1
1.66 3.33
0.48
24
363
7.26
0.419
0.838
-
1
2
3
0.5
25
385
7.7
0.539
0.808
1
2
3.5
0.53
26.5
330
6.6
0.462
0.808
1
2
4
0.55
27.5
310
6.2
0.434
0.868
1
2.5
3.5
0.57
28.5
305
6.1
0.534
0.748
1
2.5
4
0.6
30
285
5.7
0.499
0.798
1
3
4
0.65
32.5
265
5.3
0.556
0.742
5
0.65
32.5
255
5.1
0.446
0.892
1
2.5
1
3
5
0.69
34.5
240
4.8
0.504
0.84
1
3
6
0.75
37.5
215
4.3
0.452
0.904
1
4
8
0.95
47.5
165
3.3
0.462
0.924
2. The table is based on assumption that the voids in sand and crushed stone are 40 and 45 percent respectively. 3. Air content of 1 percent has been assumed. 4. For gravel aggregates decrease cement by 5 percent, increase sand by 2 percent and coarse aggregate in proportion to fine aggregate in mix. 4. No allowance has been made in the table for bulking of sand and wastage.
F.A.
1
1
1
1.5
1
2
1
WATER CEMENT C.A. RATIO
WATER CEMENT PER CRUSHED SAND 50KG STONES (CUM) BY BY BAG OF (CUM) CEMENT WEIGHT NUMBER (KG) OF BAGS
NOTES
0.25
12.5
1015
20.3
0.710
-
Notes:
0.28
14
815
16.3
0.855
-
-
0.3
15
687
13.74
0.963
-
1. F.A.= Fine Aggregates, C.A.= Coarse Aggregates
2.5
-
0.35
17.5
585
11.7
1.023
1
3
-
0.4
20
505
10.1
1.06
-
1
4
-
0.53
26.5
395
7.9
1.106
-
1
6
-
0.7
35
285
5.7
1.197
-
1
8
-
0.9
45
220
4.4
1.232
-
1
1
2
0.3
15
560
11.2
0.392
0.784
1
2
2
0.42
21
430
8.6
0.602
0.602
1
1.5
3
0.42
21
395
7.9
0.414
0.828
1
1.66 3.33
0.48
24
363
7.26
0.419
0.838
-
1
2
3
0.5
25
385
7.7
0.539
0.808
1
2
3.5
0.53
26.5
330
6.6
0.462
0.808
1
2
4
0.55
27.5
310
6.2
0.434
0.868
1
2.5
3.5
0.57
28.5
305
6.1
0.534
0.748
1
2.5
4
0.6
30
285
5.7
0.499
0.798
1
3
4
0.65
32.5
265
5.3
0.556
0.742
5
0.65
32.5
255
5.1
0.446
0.892
1
2.5
1
3
5
0.69
34.5
240
4.8
0.504
0.84
1
3
6
0.75
37.5
215
4.3
0.452
0.904
1
4
8
0.95
47.5
165
3.3
0.462
0.924
2. The table is based on assumption that the voids in sand and crushed stone are 40 and 45 percent respectively. 3. Air content of 1 percent has been assumed. 4. For gravel aggregates decrease cement by 5 percent, increase sand by 2 percent and coarse aggregate in proportion to fine aggregate in mix. 4. No allowance has been made in the table for bulking of sand and wastage.
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