Construction of Drainage system from village road to Link road I at I/E Radbugh Kupwara

Earthwork in excavation by manual means in trenches for foundations ,drains , pipes , cables etc 1x600’0’’x3’0’’x2’0’’ = 3600.00cft 2x300’0’’x3’0’’x2’0’’ = 3600.00cft Total = 7200.00cft or 161.00 cum

P/Laying of stone soling hand packed complete including spreading ramming placing and carriage complete. 1x1200’0’’x3’0’’x0’4’’ = 1386.00cft or 39.25 cum

P/L of cement concrete work of nominal mix concrete (1:4:8)nominal maximum size of stone aggregate 40 mm volumetric batching up to plinth level including curing but excluding form work costs. (1 cement :4 coarse sand :8 graded stone agg.40mm Nominal size) 1x1200’0’’x3’0’’x0’3’’ =900.00cft or 25.48 cum

P/L of cement concrete work of nominal mix concrete (1:3:6)nominal maximum size of stone aggregate 20 mm volumetric batching up to plinth level including curing but excluding form work costs.1:3:6(1 cement :3 coarse sand :6 graded stone agg.20mm Nominal size) 2x600’0’’x1’3’’x2’0’’ = 3000.00 cft 2x2x300’0’’x1’3’’x2’0’’= 3000.00 cft 1x256’0’’x1’6’’x2’6’’ = 959.00 cft Tot = 6959.00 or 197.10 cum

P/L of Reinforced cement concrete work of nominal mix concrete (1:1.5:3)nominal maximum size of stone aggregate 20 mm in retaining walls , slabs, landings abuts including curing but excluding form work costs. (1 cement :1.5 coarse sand :3 graded stone agg.20mm Nominal size) all complete. 3x32’0’’x5’0’’x0’11’’= 436.80 cft or 12.37 cum

Reinforcement for RCC works including straightening, cutting bending, placing in position and binding all complete. Thermo-Mechanically treated bars 436.80 cft or 12.37 cum @ 0.82 qtl / cum = 10.14 qtls = 1014.00 kgs

Centering and shuttering incl. strutting, propping etc and removal of form work for foundations, footings, bases of columns etc for mass concrete with ply shuttering to give smooth surface. 2x1522’0’’x1’6’’ =4566.00sft or 424.00sqm

Providing and Laying of 50mm thick concrete (1:2:4) nominal mix (max size of aggregate 20mm) concrete finished with floating b coat of neat cement.50mm thick with 20mm nominal size crushed stone aggregate. 1x1117’0’’x1’0’’ =1117.00 sft or 103.70sqm