Ram Ganga Nagar Awasiye Yojna ke sec-8 me nirmit kiye ja rahe inter college ko mukhemantri model composit vidhiyalaye yojnaantargat nirman karye

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil. D.S.R. Item No. 2.8.1 (Rate: 260.30x0.735x109/107)+1%=196.85

Earth Filling including cartage Earth work cutting on in embankment in ordinary soil earth work in embankment to be in 20cm layers including watering dressing and compacting the soil to achieve 95% proctor density and also including the surface required level and slops and also including lift 1.50m and lead 8km. Analysis Rate

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. PWD SOR Item No. 255

Providing & laying cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) D.S.R. Item No. 4.1.8 ( Rate: 6812.00x0.735x109/107)+1%=5151.41

C.C. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) D.S.R. Item No. 4.1.3 ( Rate: 7878.50x0.735x109/107)+1%=5957.92

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 of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. 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. Concrete of M25 grade with minimum cement content of 350 kg /cum All works upto plinth level RCC as in fdns and footings of colums and plinth beam and bases of column. DSR Item No. 5.33.1.1 (Rate: 9504.75x0.735x109/107)+1%=7187.74

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 of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. 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. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (level 1 to lvl-5) D.S.R. Item No. 5.33.2.1 ( Rate: 9860.40x0.735x109/107)+1%=7456.69

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage and over lapping and hooks and authorised overlapping shall be measured . D.S.R. Item No. 5.22.1 ( Rate: 107.10x0.735x109/107)+1%=80.99

Centering and shuttering including strutting, propping etc. and removal of form for footings/PB, rough finished surface of conc. D.S.R. Item No. 5.9.1 ( Rate: 392.15x0.735x109/107)+1%=296.55

Centering and shuttering including strutting, propping etc. and removal of form for columns, pillers, piesr, abutment , post and struts D.S.R. Item No. 5.9.6 ( Rate: 961.30x0.735x109/107)+1%=726.96)