Details: earthwork in excavation by manual means not exceeding 30cm in depth ,1.5m in width 10 sqm on plan, including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in a.k.s.70% and o/rock 30% providing and laying m7.5 grade incl curing but excl cost of centering and shuttering using 40mm nominal size aggregates all workupto plinth level. providing and laying 1:3:6 mix incl curing but excl cost of centering and shuttering using stones a) c. conc.@70% boulders@30% providing and laying rcc m20 grade incl curing but excl cost of centering and shuttering. steeel reinforcement for rcc work centering and shuttering including strutting,propping etc and removal of form work a) foundations,footing bases of column etc for mass concrete abutments suspended floors edges carriage of cement by 10km by mt and 300m by hl carriage of sand/agg 35km by mt and 300m by hl carriage of stones 10km by mt & 300m by h.l add cost of sig
Sector: RDPR