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| 1 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.DSR 2023 SR.NO. 2.25(A)((700.5*0.735*106/107)=510.06) |
| 2 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC. Carriage of mixed material to work site spreading in uniform layer with grader on prepared surface and compacting with vibratory power roller to achiever the desired density complete as per MORT&T clause 401. |
| 3 | Providing and laying, spreading and compacting graded stone aggregate wet mix macadam specification including premixing the material with water at OMC in mechanicam mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver in sub base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORT&H specification No. 406). |
| 4 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of roads surface and spraying primer @ 0.60 Kg/SqM using machanical means. (MORT&H) SPECIFICATIONN0 502 |
| 5 | Providing and laying 40mm bituminous macadem with 100-120 TPH Hot mix plant producing an average output of 75 tones per hours using crused aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clauses 501.6 and 501.70 to achieve the desired compaction(MORT&H) SPECIFICATIONN0 504 |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsionpressure distributor @ 0.20kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORT&H specification.(clause 503.) |
| 7 | Providing and laying 25mm thick Semi Dense Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output 0f 75 tones per hour using crushed aggregate of specified grading premixed with bituminous binder,@5.0% weight of total mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor controlled to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller to achieved the desired compaction complete in all respect & as per relevant clauses of MORT&H specification section-508. |
| 8 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR sr. no. 16.62((747.8*0.735*106/107)=544.50) |
| 9 | Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. DSR SR.NO. 16.61 ((8154.35*0.735*106/107)=5937.43) |
| 10 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar DSR23 15.7.4 ((2060.2*0.735*106/107)=1500.10) |
| 11 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.DSR23 15.3.((3551.25*0.735*106/107)=2585.77) |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil. DSR 2023 SR.NO. 2.6.1((177.5*0.735*106/107)=129.24) |
| 13 | S/Lof earth/sand filling cement bags for making bandha etc all comp…......As per P.W.D. chapter no-19 new item no-01 |
| 14 | providing cost of dewatering with Hire charges of Pump set of capacity 4000 litres/hou includinglabour and material. AOR |
| 15 | CEMENT COCRETE 1 Cement : 4 coarse sand (zone-II) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources).DSR 2023 SR.NO. 4.1.8 ((6812*0.735*106/107)=4960.03) |
| 16 | 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.:Concrete of M25 grade with minimum cement content of 330 kg/cum all work upto plinth level.DSR 2023 SR.NO. 5.33.1.1 ((9504.71*0.735*106/107)=6920.67 |
| 17 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concreteWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2023 SR.NO. 5.9.2((842.50*0.735*106/107)=613.45) |
| 18 | STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo machenically treated bars of grade 500D or more DSR 2023 SR.NO. 5.22.6 ((107.85*0.735*106/107)=78.53) |
| 19 | Cartage / disposal of waste material up to 5.0 km from site.Sand ,stone aggregate below 40 mm nominal sizeDSR 2023CARRIAGE OF MATERIALS , SR.NO.1.1.5 (261.35*0.735*106/107)=190.3) |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil. DSR 2023 SR.NO. 2.6.1((177.5*0.735*106/107)=129.26) |
| 21 | 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.:Concrete of M25 grade with minimum cement content of 330 kg/cum all work upto plinth level.DSR 2023 SR.NO. 5.33.1.1 ((9504.71*0.735*106/107)=6920.67 |
| 22 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concreteWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2023 SR.NO. 5.9.2((842.50*0.735*106/107)=613.45) |
| 23 | STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo machenically treated bars of grade 500D or more DSR 2023 SR.NO. 5.22.6 ((107.85*0.735*106/107)=78.53) |
