what is meant by residual strain?
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What is the rate of earthwork excavation?
how to cement bag calculate m25 grade
How much is the cover for slab?
what is the compressive strength of concrete cube of ratio 1:6:12?
the plan area of a building 10*15 of superstructure 0.30 then plinth area is
21. Are you able to work under pressure?
what is the difference between weir and a barrage
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what is drainage system?
which is higher specific gravity or bulkdensity
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.
what is MIS (related to planning tools)