Details: earthwork excavation for foundation and depositing on bank with metal lead of 10m and initial of 2m in hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per ss 20 b tndss no 23, 24 vi(s2),vi, vii.9 & 10 cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight 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
Sector: RDPR