-VOLUME_CALCULATION.xls

	A	B	C	D	E	F	G
1	R.C.C. QTY PER m3
2	CEMENT RATIO
3	1	1.5	3	5.50
4
5	CONSTANT	1.52		Total m3	11.00
6	Kg PER m3	1440		No. of bags	87.55
7	Kg PER RATIO	397.96		Volumes of aggregate:
8	No. of Bags	7.96			c.ft	In Unit	In Load
9	One bag in C.Ft	1.25		Fine agg.	164.16	1.6416	0.5472
10	Total C.Ft	9.95		course agg.	328.32	3.2832	1.0944
11	Sand in C.Ft	14.92
12	C.A. in C.Ft	29.85
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100