Pie Chart Representation
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- Pages: 26
FINAL 09.08.2008
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.92
Cement , kg
344.78
Cement , kg
425.73
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
557.71
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
491.30
Admixture , Liters
3.96
Admixture , Lliters
4.83
Admixture , Liters
3.41
Admixture , Liters
3.58
Water , liters
148.91
Water , liters
144.81
Water , liters
191.58
Water , liters
179.22
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.58
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.78
(20 mm plus 10m Aggregates) -Cement Ratio
3.59
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.44
Admixture by % in weight
1.20
Admixture by % in weight
1.40
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
Total weight of aggregates in kg.
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1810.00
Total weight of cement in kg. as compared to Mix designs 448.05
450.00 440.00 430.00
425.73
420.00 410.00 400.00
Mix design
390.00 380.00 Total weight of cement in kg.
370.00 360.00 350.00
344.78
340.00 330.00
330.92
320.00 310.00 300.00 M 25
M 30
M 35 Weight of cement per m3 of Concrete
Row 44
M 40
ent in kg.
1980.00 1978.84 1970.00 1960.00
1961.93
Total weight of Fine and Coarse Aggregates
1950.00 1940.00 1930.00 1920.00 1910.00 1900.00 1890.00
Total weight of fine and coarse aggregates in kg.
1880.00 1870.00 1860.00 1850.00 1840.00 1830.00 1820.00 1810.00
1810.00 1800.00 M 25
1804.30 M 30
M 35 Design Mix
Row 44
M 40
d coarse
M25, Proportions of ingredients Water 6.04%
Sand 29.55%
Cement 13.43%
Admixture 0.20%
20 mm Aggregates 30.46% 10 mm Aggregates 20.31%
M30 Proportions of ingrediants
Water 5.89%
Sand 29.47%
Cement 14.03%
Admixture 0.24%
20 mm Aggregates 30.22% 10 mm Aggregates 20.15%
M35 Proportions of ingrediants
Water 7.90% Sand 22.98%
Cement 17.54%
Admixture 0.17%
10 mm Aggregates 28.25%
20 mm Aggregates 23.16%
M40 Ingrediants of Concrete
Water 7.34% Sand 29.42% Cement 18.35%
Admixture 0.18%
20 mm Aggregates 20.12% 10 mm Aggregates 24.59%
Sand 10 mm Aggregates 20 mm Aggregates Admixture Cement Water
gregates
gregates
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.00
Cement , kg
345.00
Cement , kg
425.73
Cement , kg
463.50
Sand, kg
720.00
Sand, kg
700.00
Sand, kg
557.71
Sand, kg
621.09
10 mm Aggregate , kg
498.00
10 mm Aggregate , kg
494.00
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
639.63
20 mm Aggregate , kg
747.00
20 mm Aggregate , kg
741.00
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
523.76
Admixture , Liters
3.20
Admixture , Lliters
3.52
Admixture , Liters
3.41
Admixture , Liters
3.71
Water , liters
149.82
Water , liters
144.90
Water , liters
191.58
Water , liters
185.40
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.71
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
Admixture by % in weight
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
Total weight of aggregates in kg.
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
M25 (20 mm plus 10m Aggregates) -Cement Ratio Admixture by % in weight
10 mm to (20 mm plus 10 mm) Aggregate ratio
20 mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio Total weight of aggregates in kg.
M30
M35
Grade of concrete
M40
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
M 25
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
M 30
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
M 35
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
M 40
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
By weight in Kgs Total weight of aggregates[ 10 Grade of concrete mm, 20 mm and sand] in kg.
Total weight of fine and coarse aggregates in kg.
Grade of concrete
Total weight of cement in kg.
1978.84
M 25
330.92
M 25
1961.93
M 30
344.78
M 30
Grade of Concrete
M25
1978.84
Sand
728.02
1961.93
10 mm Aggregates
500.32
1804.30
1810.00
M 35
M 40
425.73
448.05
M 35
M 40
1804.30
1810.00
20 mm Aggregates
750.50
Admixture
4.83
Cement
330.92
Water
148.91
Total weight
2463.51
By weight in Kgs
By %age
M30
M35
M40
M25
M30
M35
M40
724.23
557.71
718.21
29.55
29.54
23.03
29.47
495.10
685.43
600.49
20.31
20.20
28.31
24.64
742.60
561.96
491.30
30.46
30.29
23.21
20.16
5.89
4.16
4.37
0.20
0.24
0.17
0.18
344.78
425.73
448.05
13.43
14.06
17.58
18.38
144.81
191.58
179.22
6.04
5.91
7.91
7.35
2457.41
2426.56
2441.64
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.92
Cement , kg
344.78
Cement , kg
425.73
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
557.71
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
491.30
Admixture , Liters
3.96
Admixture , Lliters
4.83
Admixture , Liters
3.41
Admixture , Liters
3.58
Water , liters
148.91
Water , liters
144.81
Water , liters
191.58
Water , liters
179.22
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.58
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.78
(20 mm plus 10m Aggregates) -Cement Ratio
3.59
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.44
Admixture by % in weight
1.20
Admixture by % in weight
1.40
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
Total weight of aggregates in kg.
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1810.00
Total weight of cement in kg. as compared to Mix designs 448.05
450.00 440.00 430.00
425.73
420.00 410.00 400.00
Mix design
390.00 380.00 Total weight of cement in kg.
370.00 360.00 350.00
344.78
340.00 330.00
330.92
320.00 310.00 300.00 M 25
M 30
M 35 Weight of cement per m3 of Concrete
Row 44
M 40
ent in kg.
1980.00 1978.84 1970.00 1960.00
1961.93
Total weight of Fine and Coarse Aggregates
1950.00 1940.00 1930.00 1920.00 1910.00 1900.00 1890.00
Total weight of fine and coarse aggregates in kg.
1880.00 1870.00 1860.00 1850.00 1840.00 1830.00 1820.00 1810.00
1810.00 1800.00 M 25
1804.30 M 30
M 35 Design Mix
Row 44
M 40
d coarse
M25, Proportions of ingredients Water 6.04%
Sand 29.55%
Cement 13.43%
Admixture 0.20%
20 mm Aggregates 30.46% 10 mm Aggregates 20.31%
M30 Proportions of ingrediants
Water 5.89%
Sand 29.47%
Cement 14.03%
Admixture 0.24%
20 mm Aggregates 30.22% 10 mm Aggregates 20.15%
M35 Proportions of ingrediants
Water 7.90% Sand 22.98%
Cement 17.54%
Admixture 0.17%
10 mm Aggregates 28.25%
20 mm Aggregates 23.16%
M40 Ingrediants of Concrete
Water 7.34% Sand 29.42% Cement 18.35%
Admixture 0.18%
20 mm Aggregates 20.12% 10 mm Aggregates 24.59%
Sand 10 mm Aggregates 20 mm Aggregates Admixture Cement Water
gregates
gregates
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.00
Cement , kg
345.00
Cement , kg
425.73
Cement , kg
463.50
Sand, kg
720.00
Sand, kg
700.00
Sand, kg
557.71
Sand, kg
621.09
10 mm Aggregate , kg
498.00
10 mm Aggregate , kg
494.00
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
639.63
20 mm Aggregate , kg
747.00
20 mm Aggregate , kg
741.00
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
523.76
Admixture , Liters
3.20
Admixture , Lliters
3.52
Admixture , Liters
3.41
Admixture , Liters
3.71
Water , liters
149.82
Water , liters
144.90
Water , liters
191.58
Water , liters
185.40
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.71
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
Admixture by % in weight
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
Total weight of aggregates in kg.
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
M25 (20 mm plus 10m Aggregates) -Cement Ratio Admixture by % in weight
10 mm to (20 mm plus 10 mm) Aggregate ratio
20 mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio Total weight of aggregates in kg.
M30
M35
Grade of concrete
M40
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
M 25
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
M 30
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
M 35
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
M 40
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
By weight in Kgs Total weight of aggregates[ 10 Grade of concrete mm, 20 mm and sand] in kg.
Total weight of fine and coarse aggregates in kg.
Grade of concrete
Total weight of cement in kg.
1978.84
M 25
330.92
M 25
1961.93
M 30
344.78
M 30
Grade of Concrete
M25
1978.84
Sand
728.02
1961.93
10 mm Aggregates
500.32
1804.30
1810.00
M 35
M 40
425.73
448.05
M 35
M 40
1804.30
1810.00
20 mm Aggregates
750.50
Admixture
4.83
Cement
330.92
Water
148.91
Total weight
2463.51
By weight in Kgs
By %age
M30
M35
M40
M25
M30
M35
M40
724.23
557.71
718.21
29.55
29.54
23.03
29.47
495.10
685.43
600.49
20.31
20.20
28.31
24.64
742.60
561.96
491.30
30.46
30.29
23.21
20.16
5.89
4.16
4.37
0.20
0.24
0.17
0.18
344.78
425.73
448.05
13.43
14.06
17.58
18.38
144.81
191.58
179.22
6.04
5.91
7.91
7.35
2457.41
2426.56
2441.64
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