Haryana State Federation Of Cooperative Sugar Mills Limited Tender

Concrete and RCC Work G DESIGN MIX CONCRETE 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-incharge. All works up to plinth level. 40 X 1.7 X 0.20 = 13.6 CUM 40 X 2 X 1.82 X 0.15 = 21.84 CUM 2 X ½ X40 X 0.10 X 0.10 = 0.4 CUM

Concrete and RCC Work G DESIGN MIX CONCRETE Extra for providing richer mixes up to plinth and at all floor levels.. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) 40 X 1.7 X 0.20 = 13.6 CUM 40 X 2 X 1.82 X 0.15 = 21.84 CUM 2 X ½ X40 X 0.10 X 0.10 = 0.4 CUM

Concrete and RCC Work J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 12 MM TMT bar 400 X 2 X 1.87=1496 Mtr 400 X 2 X 2 X 2.27 = 3632 Mt Total = 5128 Mtr Weight calculation per mtr = 0.89 kg Total weight 12 MM TMT= 4564 Kg 10 MM TMT bar 2 X 16 X 40 = 1280 Mtr 2 X 2 X 19 X 40 = 3040 Mtr Total = 4320 Mtr Weight Calculation per mtr= 0.62 Kg Total weight 10 MM TMT=2678 Kg Overlap 10 MM 2 X 16 X 4 X 1.2 =154 Mtr. 2 X 2 X 19 X 4 X 1.2 =365 Mtr 63 X 1.5 = 95 Mtr Total = 614 Mtr Weight Calculation per mtr= 0.62 Kg Total = 381 Kg Total TMT bar weight = 7623 Kg Haunch steel 10% extra to be total steel = 8385 kg

Works NA Clearing and Grubbing Land . Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications

Works NA Clearing and Grubbing Land . Compaction Extra for rolling to specifications

Concrete and RCC Work I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Concrete and RCC Work I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Finishing Works NA EXTERIOR FINISHING WALL AND ROOF SURFACES Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) 2 X 40 X 1.82 = 145.6 sqm 40 X 1.37 = 54.8 sqm Total = 204 sqm