what is mean by c32/40s concrete class
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why we use min. 12mm dia bar in a coloum.
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What is different between DI Pipe and CI pipe?
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% +/-?
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