M30 Grade Concrete unit weight
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I had a plot of say 5000 sq.ft. and soil in the plot is normal soil. Now I had to work upon the tender quantities to prepare a preliminary budget within a day. Is there any thumb rule or assumptions to calculate the quantities which can differ upto 15% +/-?
On concrete surface 1sq.ft area hacking no's of hack?
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What is thumb rule in quantity and cost estimation of a residential building?
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