Details: earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per ss 20 a. tndss no: 23 & 24 vi (s2) vi,vii 9,10 with standard specifications. plain cement concrete 1:4:8 mix (one part cement, four part crushed stone sand and eight part of aggrigate) using 40 mm size iss hbg metal from approved quarry including cost and conveyance of all materials to site. loading and unloading charges and labour charges for mixing. laying and curing etc., complete as per tndss no : 28 & vi (s2) vi (s5a) vii standard specifications as directed by engineer incharge. supplying, erecting centering for rcc works with ms sheets including necessary supports for height (as mentioned below) using mild steel angles of size 25mmx25mmx3mm laid over country wood joists of size 10cmx6.50cm spaced at 90cm center to center and s
Sector: Municipality