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| 1 | 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. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Excavating of silt including malba, earth debries, rubbish ploythene bed all floating material etc. from the bed of drain and disposal of excavated material at own source of contractor by mechanical transport upto all leads and lift as per directions of Engineer-in-Charge. |
| 4 | 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. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 6 | 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) |
| 7 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) with neat cement punning |
| 8 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) |
| 10 | Providing and fixing in cement mortar 1:6(1 cement :6 coarse sand) Red sand stone slabs 30 mm thick over drains. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of graded FE 500 D or more |
| 12 | Providing and placing in position 100mm thick factory made machine batched& machine mixed Precast RCC Rectangular Covers on drains of footpathof various sizes,of M-25 grade cement concrete for RCC work, includingcost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe500 grade @ maximum 100mm c/c on both ways , neat cement punningon finished surface, properly encased on all edges with 1.6 mm thick ,100mm wide MS sheet duly painted over priming coat , reinforcement tobe welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar forhooks etc i/c cost of cartage ,all leads & lift, handling at site etc. allcomplete as per direction of Engineer-in-Charge. |
| 13 | 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 |
| 14 | Providing and laying in position ready mixed plain cement concrete, 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 continuous 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 and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge. M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) |
| 15 | Providing and laying RMC of M-30 grade By using minimum 400 Kg of cement (43 grade, OPC) per cum of concrete in roads / streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transporation to site in transit mixer, including cost of admixture in recommended porporation as per IS9103 to accelerate / retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibratos,leveling to required slope & camber ,finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction / expansion , construction of cross / longitudinal joints with wide 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants , etc. complete, as per direction of Engineer in-charge. ( Cost of joint filler & sealants shall be paid for separately under relevant items). Please Enable Macros to View BoQ information |
