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| 1 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of Engineer –in – charge (a) 1:4:8 or Leaner Mix. |
| 2 | 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 |
| 3 | 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. |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand): |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. (b)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position ready mixed M-10 plain cement concrete, (With 20MM Nominal Size Stone agg.) with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having ontinuous agitated mixer,manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, finishing, curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability; excluding the cost of centering & shuttering; complete as per direction of the Engineer - in - charge. works up to plinth level (cement content considered @ 220kg/cum |
| 7 | Providing and laying ready mix cement concrete of M-30 grade, in roads, manufactured in fully automatic batching plant & transported to site work in transit mixer, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in apporpriate proportions as per approved & specified design criteria including cost of admixtures in recommended proportions as per IS : 9103 at accelerate / retard setting of concrete,improve Workability without impairing strength and durability including pumping of RMC from transit mixer to site laying at site, spreading and compacting, mechanically by using needle and surface vibrators, leveling to required slope / camber, finishing with required texture, brooming with wire brush curing excluding the cost of centering shuttering complete all as per direction of Enginer-in-charge (cement content considered @ 350 kg/cum) |
| 8 | Deduct for not laying the concrete by using the pump, piping-work & accessories etc, as per direction of Engineer-in-charge |
| 9 | Providing and fixing in position pre-moulded joint filler in expansion joints |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : (b)5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : (c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : (d)5.9.16.2 Edges of slabs and breaks in floors and walls, Above 20 cm wide. |
| 14 | 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.: All works upto plinth level cement content considered @ 350 kg/cum. |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo Mechanically treated bars. |
| 16 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 |
| 17 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia |
| 18 | 12 mm cement plaster of mix. (a) 1:6 (1 cement : 6 coarse sand) |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm Nominal size). |
| 20 | Neat cement punning. |
| 21 | Providing Diesel pump set of capaclty 10 HP wlth pump operator l/c runnlng expenses such as dilesel, necessary delivery and suctlon plpes for removal of water logglng from different locatlons as and when requlred complete as per dlrectlon of Englneer-in Charge. (pump shall be kept at deslred locatlonas dlrected by Englneer-in-Charge.) |
| 22 | Providing and placing in position 200mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes,of M-30 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 16mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 200mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 25 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 1mtr opening of at interval of 5 mtr on total length of drain. |
| 23 | Credit cost of old brick recovered from drain |
| 24 | Correction factor on existing items of the DSR-2023 i.e. 0.973 (Or Less 2.7%) |
| 25 | Add Cost Index @ 3% on DSR 2023 |
| 26 | Add 3% Maintenance Charges Please Enable Macros to View BoQ information |
