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As per thumb rule cement required per 1 cum of M20 concrete
is 411Kg/cum(1.57/5.5=0.285cum of cement i.e
0.285*1440=411Kg).But as per PWD rate analysis cement
required is 347Kg/cum.the difference is 64Kg.This kind of
difference is coming every grade of concrete.Can you give
perfect suggestion regarding this.

Answers were Sorted based on User's Feedback



As per thumb rule cement required per 1 cum of M20 concrete is 411Kg/cum(1.57/5.5=0.285cum of ceme..

Answer / karan sardana

this is because you are using design mix instaed of nominal.. the qty of cement in 1 cum of concrete is 411kg, but in design mix the cement consumption is considerably reduced, thats why you are getting this difference always.....

Is This Answer Correct ?    22 Yes 2 No

As per thumb rule cement required per 1 cum of M20 concrete is 411Kg/cum(1.57/5.5=0.285cum of ceme..

Answer / pranav panchal

This difference comes due to the mix design of the concrete

At every place the mix design depends upon the material & material source so if PWD is considering the cement consumption that means their mix design shows this cement consumption

Is This Answer Correct ?    0 Yes 1 No

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