01 - Muzaffarnagar ke NH-58 per bhopa road flyover bypass se dwarika city main gate se hote huye sahawali nale tak RCC nale ke nirman karya.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 soils as directed, within a lead of 50 m.2.8.1/DSR/2023 (189.50 - 5 % = 180.02)

1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). SI.No.4.1.10/2023/DSR (6518.60 x.7281=4746.19) (4746.19 - 5 % =4508.88)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting concrete, to improve durability and workability without impairing stre Including pumping of concrete to site of laying, curing, carriage for all leau excluding the cost of centering, shuttering, finishing and reinforcement asrection of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% minimum specified cement content in design mix shall be payable separa... In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement content of 330 kg/cum. SI.No.5.33.1.1/2023/DSR (9504.75 x.7281=6920.40) (6920.40 - 5% =6574.38)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting concrete, to improve durability and workability without impairing stre Including pumping of concrete to site of laying, curing, carriage for all leau excluding the cost of centering, shuttering, finishing and reinforcement asrection of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% minimum specified cement content in design mix shall be payable separa... In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.2 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement content of 330 kg/cum. SI.No.5.33.2.1/2023/DSR (9860.40 x.7281=7179.35) (7179.35 - 5%=6820.38)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). SI.No.5.3/2023/DSR (11505.50 x .7281=8377.15) (8377.15 - 5% = 7958.29)

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. (A.R.) (6915 - 5% = 6569.25)

Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.....................5.9.2/DSR/2023 (842.50x.7281=613.42) (613.42 - 5% = 582.74)

S/F lokarpan stone (5000 - 5% = 4750)

By mechanical Transport including loading,unloading and stacking upto 1 K.M. complete for all .lift................1.1.2/DSR/2023(217.55 x .7281 =158.40) (158.40 - 5% = 150.48)

Qty=75% of same item no.1= 5760.00x.63

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