Details: earth work excavation in sand silt or other loose soil wet sand or silt not under water light black cotton soil sandy loam ordinary soil except hard rock requiring blasting including shering and shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 cm thick well rammed consolidated and depositing the surp less earth within compound in places shown by the departmental officers with all leads and lifts etc., complete. supplying and filling with clean river sand in layers of not more than 15cm thick well rammed watered and compacted including cost and conveyance of sand and filling charges etc complete as per ss7&24–v,vi(s4)8 plain cement concrete of mix 1 : 4 : 8 ( one cement , four sand and eight aggregates ) using 40 mm iss hbg metal for foundation and flooring, including , dewatering, if found necessary, and laid in layers of not more than 15 cm thick, well rammed and consolidated, including cost and conveyance of a
Sector: Municipality