Details: earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) all kinds of soil providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) all works upto plinth level laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. 12 mm cement plaster 1:4 (1 cement: 4 fine sand ) steel and work in built uo tubular (round square or rectangular hollow tubes etc) (square hollow section (shs) is4923/ rectangular hollow section(rhs) is4923 circular hollow section (chs) is1161closed structural stee
Sector: RDPR