Details: earth work excavation and depositing on bank with initial lead of 10 m & initial lift of 2 m in hard still clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders ss 20 b for foundation morth 24 & 25. cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid i layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental engineers including all cost & conveyance of materials laying curing etc., complete as per tndss no 28v,vi(s2),vi(s54) and vii supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and
Sector: RDPR