providing, fixing, removal of pockets of size 100*150*300mm to 500*600*1000mm for foundation. the shuttering material used for making &fixing of pockets shall be removed by the contractor without damaged to pockets. if any damage occurred, the same shall be rectified by the contractor is to handover the pockets to forge shop engineer with proper marking of centre lines, levels etc.
What are the standard plastic limit/liquid limit/plasticityindex for differrent type of soils?
what is the design procedure for building
What is the difference between engineering stress and true stress?
What is meant by scaffolding coefficient?
how much to get of BRC lapping in full yield and half yield ?
what do you know that m20,m25
32mm bar column lapping we use welding binding what is dimension of welding as per stander code?
how many bags of cement required in neat cement finish per square metre
For removal of formwork of simply supported slab / beam from where to start the deshuttering? ( Max Bending moment of the simply supported beam is in the center hence is it required to start from the supports?)
what is grade intersection?
the ratio of liquid limit to plastisity index for the soil mass is called liquidity index shrinkage ratio consistancy index none
what is the specific gravity of rubble in plum concert
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