Mix Design
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Grade of concrete
Type of exposure
Minimum Cement Content [ in kgs per M3]
Phase III and IV M25
Quantity per M3 [as per approved Mix design]
Revised, [ as per site conditions]
Cement , kg
330.92
340.85
Sand, kg
728.02
749.86
10 mm Aggregate , kg
500.32
500.32
20 mm Aggregate , kg
750.50
750.50
Admixture in Liters , Sikament 600 HP/2[A]
3.96
4.09
Admixture in Kgs , Sikament 600 HP/2[A]
4.83
4.99
2.65
2.20
3.23
2.68
148.91 0.45
153.38 0.45
Admixture in Liters , Fosroc Conplast SP 430 MS Admixture in Kgs , Fosroc Conplast SP 430 MS Water , liters W / C Ratio
Simplex Infrastructures Limited Mundra
Gannon Dunkerley and Company, Mundra
SEPCO III,Mundra
Civil - FQA , Adani Power Limited , Mundra
Phase III and IV M30
Quantity per M3 [as per approved Mix design]
Revised, [ as per site conditions]
Cement , kg
344.78
355.12
Sand, kg
724.23
745.96
10 mm Aggregate , kg
495.10
495.10
20 mm Aggregate , kg
742.60
742.60
4.83
4.89
5.89
5.97
Admixture in Liters , Fosroc Conplast SP 430 MS
2.76
2.29
Admixture in Kgs , Fosroc Conplast SP 430 MS
3.37
2.80
Water , liters W / C Ratio
144.81 0.42
149.15 0.42
Admixture in Liters , Sikament 600 HP/2[A] Admixture in Kgs , Sikament 600 HP/2[A]
Simplex Infrastructures Limited Mundra
Gannon Dunkerley and Company, Mundra
SEPCO III,Mundra
Civil - FQA , Adani Power Limited , Mundra
Phase III and IV For CW Pump House M30
Quantity per M3
Cement , kg
400.00
Sand, kg
737.37
10 mm Aggregate , kg
476.37
20 mm Aggregate , kg
701.05
Admixture in Liters , Sikament 600 HP/2[A] Admixture in Kgs , Sikament 600 HP/2[A] Admixture in Liters , Fosroc Conplast SP 430 MS Admixture in Kgs , Fosroc Conplast SP 430 MS
4.00
4.88
3.60
4.39
Water , liters
160.00
W / C Ratio
0.40
Phase III and IV M35
Quantity per M3 [as per approved Mix design]
Revised, [ as per site conditions]
Cement , kg
425.75
438.52
Sand, kg
556.06
572.74
10 mm Aggregate , kg
686.54
686.54
20 mm Aggregate , kg
561.70
561.70
3.41
3.46
4.16
4.22
3.41
2.83
4.16
3.45
Water , liters
191.58
197.34
W / C Ratio
0.45
0.45
Admixture in Liters , Sikament 600 HP/2[A] Admixture in Kgs , Sikament 600 HP/2[A] Admixture in Liters , Fosroc Conplast SP 430 MS Admixture in Kgs , Fosroc Conplast SP 430 MS
Simplex Infrastructures Limited Mundra
Gannon Dunkerley and Company, Mundra
SEPCO III,Mundra
Civil - FQA , Adani Power Limited , Mundra
Phase III and IV M40
Quantity per M3
Cement , kg
448.05
Sand, kg
718.21
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
491.30
Admixture in Liters , Sika
3.58
Admixture in Kgs , Sika
4.37
Admixture in Liters , Fosroc
3.58
Admixture in Kgs , Fosroc
4.37
Water , liters
179.22
W / C Ratio
0.40
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
M25
M30
M35
M40
FINAL
26.11.2008
(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
Type of exposure
Minimum Cement Content [ in kgs per M3]
Phase III and IV M25
Quantity per M3 [as per approved Mix design]
Revised, [ as per site conditions]
Cement , kg
330.92
340.85
Sand, kg
728.02
749.86
10 mm Aggregate , kg
500.32
500.32
20 mm Aggregate , kg
750.50
750.50
Admixture in Liters , Sikament 600 HP/2[A]
3.96
4.09
Admixture in Kgs , Sikament 600 HP/2[A]
4.83
4.99
2.65
2.20
3.23
2.68
148.91 0.45
153.38 0.45
Admixture in Liters , Fosroc Conplast SP 430 MS Admixture in Kgs , Fosroc Conplast SP 430 MS Water , liters W / C Ratio
Simplex Infrastructures Limited Mundra
Gannon Dunkerley and Company, Mundra
SEPCO III,Mundra
Civil - FQA , Adani Power Limited , Mundra
Phase III and IV M30
Quantity per M3 [as per approved Mix design]
Revised, [ as per site conditions]
Cement , kg
344.78
355.12
Sand, kg
724.23
745.96
10 mm Aggregate , kg
495.10
495.10
20 mm Aggregate , kg
742.60
742.60
4.83
4.89
5.89
5.97
Admixture in Liters , Fosroc Conplast SP 430 MS
2.76
2.29
Admixture in Kgs , Fosroc Conplast SP 430 MS
3.37
2.80
Water , liters W / C Ratio
144.81 0.42
149.15 0.42
Admixture in Liters , Sikament 600 HP/2[A] Admixture in Kgs , Sikament 600 HP/2[A]
Simplex Infrastructures Limited Mundra
Gannon Dunkerley and Company, Mundra
SEPCO III,Mundra
Civil - FQA , Adani Power Limited , Mundra
Phase III and IV For CW Pump House M30
Quantity per M3
Cement , kg
400.00
Sand, kg
737.37
10 mm Aggregate , kg
476.37
20 mm Aggregate , kg
701.05
Admixture in Liters , Sikament 600 HP/2[A] Admixture in Kgs , Sikament 600 HP/2[A] Admixture in Liters , Fosroc Conplast SP 430 MS Admixture in Kgs , Fosroc Conplast SP 430 MS
4.00
4.88
3.60
4.39
Water , liters
160.00
W / C Ratio
0.40
Phase III and IV M35
Quantity per M3 [as per approved Mix design]
Revised, [ as per site conditions]
Cement , kg
425.75
438.52
Sand, kg
556.06
572.74
10 mm Aggregate , kg
686.54
686.54
20 mm Aggregate , kg
561.70
561.70
3.41
3.46
4.16
4.22
3.41
2.83
4.16
3.45
Water , liters
191.58
197.34
W / C Ratio
0.45
0.45
Admixture in Liters , Sikament 600 HP/2[A] Admixture in Kgs , Sikament 600 HP/2[A] Admixture in Liters , Fosroc Conplast SP 430 MS Admixture in Kgs , Fosroc Conplast SP 430 MS
Simplex Infrastructures Limited Mundra
Gannon Dunkerley and Company, Mundra
SEPCO III,Mundra
Civil - FQA , Adani Power Limited , Mundra
Phase III and IV M40
Quantity per M3
Cement , kg
448.05
Sand, kg
718.21
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
491.30
Admixture in Liters , Sika
3.58
Admixture in Kgs , Sika
4.37
Admixture in Liters , Fosroc
3.58
Admixture in Kgs , Fosroc
4.37
Water , liters
179.22
W / C Ratio
0.40
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
M25
M30
M35
M40
FINAL
26.11.2008
(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
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