Details: earthwork for foundations in all soils and subsoils to full depth as may be directed,except in hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundations with excavated earth in layers not exceeding 15 cm thick,well rammed and consolidated and depositing the surplus earth in places shown within initial lead and lift including levelling the site etc. complete complying with standard specifications. (footings) first depth upto 2m depth grade beam supplying and filling in foundation and basement with well gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. plain cement concrete 1:4:8 (one part of cement, four part of crushed stone sand (m- sand) and eight part of coarse aggregates) using 40mm size iss hbg metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all inc
Sector: RDPR