Excavating intrenches n .exc 1.50 m depth and getting out in hard dense soil
6
Plain Cement concrete 1:4:8 type C1 using 40mm graded aggregate in surface channels and drains
7
R.c.c. footing withcementmortar 1:2:4,using 20mmgradedstoneaggregate as infoundation
8
R.c.c. wallwithcementmortar 1:2:4,using 20mmgradedstoneaggregate as infoundation andabove.
9
Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hopping ends and binding with and including MS wire not less than 0.9mm dia.
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