Construction of RCC drain cc road and DBM and BC from kheda devat culvert to dankaur sikandrabad bypass road in villlage dankaur yea Wc-06

Earthwork in excavation by mechancal means (hdraulic excavater)/manual means in fundation trenches or drain (not exceeding 1.5m in width or 10 sqm in plan)including dressing of sides and ramming of atoms lift upto 1.5m incuding getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kind of soil. 0-1.5M BGL

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & plants etc required for proper completion of the work UPPWD SOR/281/P-17

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :-Cement content considered in this item is @330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.SOR-18/5.9.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6

Supply of good earth work banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads flood banks marginal banks and guide banks or filling up ground depressions all lead as per (a.r.) for all kind of soils

Supplying and stacking at site: 63 mm to 45 mm size stone

Supplying and stacking at site: 53 mm to 22.4 mm size stone