Haryana SOR 2021
Concrete and RCC Work rates
148 concrete and rcc work items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
Concrete and RCC Work rates in the Haryana Haryana Schedule of Rates 2021 run from ₹34.00 to ₹51,659.00. Transcribed from Haryana PWD (B&R) — Haryana Schedule of Rates 2021, issued with the approval of the Direction Committee of Chief Engineers, 31 March 2021. Reference only — verify against the official source before pricing a bid.
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148 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 6.1.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1: 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,451.00 |
| 6.1.2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:2:4 (1 cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 20 mm nominal size) | Cum | 3,892.00 |
| 6.1.3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1: 2: 4 ( 1 Cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 40 mm nominal size) | Cum | 3,836.00 |
| 6.1.4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:3:6 (1 Cement: 3 coarse sand (zone-Ill): 6 graded stone aggregate 20 mm nominal size) | Cum | 3,260.00 |
| 6.1.5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:3:6 (1 Cement: 3 coarse sand (zone-Ill): 6 graded stone aggregate 40 mm nominal size) | Cum | 3,221.00 |
| 6.1.6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:4: 8 ( 1 Cement: 4 coarse sand (zone-Ill): 8 graded stone aggregate 40 mm nominal size) | Cum | 2,735.00 |
| 6.1.7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:5:10 (1 cement: 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size) | Cum | 2,455.00 |
| 6.1.8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) | Cum | 2,424.00 |
| 6.1.9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level1:2:3½:9 (1 ordinary portland cement: 2 Fly ash: 3½ coarse sand (zone-Ill): 9 graded stone aggregate 40 mm nominal size) 6.1.1O 1: 2½:4:1 1 ( 1 ordinary portland cement: 2½ fly ash: 4 coarse sand(zone-111): 11 graded stone aggregate 40 mm nominal size) | Cum | 2,817.00 |
| 6.1.11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV levelPlum cement concrete 1:3:6 with stone aggregate 40 mm nominal size using 20 percent plum in foundation and plinth | Cum | 3,231.00 |
| 6.2.1 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing1: 1½:3 ( 1 cement: 1 ½ coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,459.00 |
| 6.2.2 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing1: 2:4 (1 Cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 20 mm nominal size) | Cum | 3,894.00 |
| 6.2.3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing1:3:6 (1 cement: 3 coarse sand (zone-Ill): 6 graded stone aggregate 20 mm nominal size) | Cum | 3,261.00 |
| 6.2.4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing1:5:10 (1 cement: 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size) | Cum | 2,462.00 |
| 6.3.1 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing1:1½:3 (1 Cement: 1½ coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,451.00 |
| 6.4 | Extra for concrete work in superstructure above floor IV level for each four floors or part thereof. Note:- The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored | Cum | 354.00 |
| 6.7.1 | Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in chargeNon pigmented wet curing compound B. DAMP-PROOF COURSE | Sqm | 34.00 |
| 6.8.1 | Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size)50 mm thick | Sqm | 199.00 |
| 6.8.2 | Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size)40mm thick | Sqm | 149.00 |
| 6.8.3 | Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size)25 mm thick | Sqm | 90.00 |
| 6.9.1 | Providing and laying damp-proof course with cement concrete 1: 1.5:3 (1 cement: 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20mm nominal size)50 mm thick | Sqm | 226.00 |
| 6.9.2 | Providing and laying damp-proof course with cement concrete 1: 1.5:3 (1 cement: 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20mm nominal size)40 mm thick | Sqm | 169.00 |
| 6.9.3 | Providing and laying damp-proof course with cement concrete 1: 1.5:3 (1 cement: 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20mm nominal size)25 mm thick | Sqm | 102.00 |
| 6.10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-1O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil | Sqm | 101.00 |
| 6.11.2 | Horizontal | Sqm | 204.00 |
| 6.12.2 | Horizontal C. PLINTH PROTECTION | Sqm | 252.00 |
| 6.13 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. D. REINFORCED CEMENT CONCRETE | Sqm | 343.00 |
| 6.14.1 | 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 level1: 1.5: 3 ( 1 cement: 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,898.00 |
| 6.14.2 | 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 level1:2:4 (1 cement: 2 coarse sand (zone-Ill): 4 graded stone aggregate 20 mm nominal size) | Cum | 4,339.00 |
| 6.15.1 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement1:1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 6,684.00 |
| 6.16 | 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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 6,845.00 |
| 6.17 | Providing and laying up to floor four level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,799.00 |
| 6.18 | Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement: 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) | Cum | 6,886.00 |
| 6.19 | Reinforced cement concrete work in chimneys, shafts, up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone- 111): 3 graded stone aggregate 20 mm nominal size) | Cum | 6,896.00 |
| 6.20 | Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 5,751.00 |
| 6.21 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement: 1½ coarse sand(zone-111): 3 graded stone aggregate 20mm nominal size). E. READY MIX CEMENT CONCRETE | Cum | 6,333.00 |
| 6.22.1.1 | 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. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) — All works above plinth and up to floor IV levelM-20 grade plain cement concrete (cement content considered @ 300 kg/cum) | Cum | 4,703.00 |
| 6.22.1.2 | 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. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) — All works above plinth and up to floor IV levelM-15 grade plain cement concrete (cement content considered @ 240 kg/cum) | Cum | 4,297.00 |
| 6.22.1.3 | 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. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) — All works above plinth and up to floor IV levelM-1 O grade plain cement concrete (cement content considered @ 220 kg/cum) | Cum | 3,526.00 |
| 6.22.2.1 | 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. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) — All works up to Plinth LevelM-20 grade plain cement concrete. (cement content considered @ 300 kg/cum) | Cum | 4,656.00 |
| 6.22.2.2 | 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. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) — All works up to Plinth LevelM-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) | Cum | 4,224.00 |
| 6.22.2.3 | 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. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) — All works up to Plinth LevelM-1 O grade plain cement concrete (cement content considered @ 220 kg/cum) F. READY MIX CEMENT CONCRETE WITH FLYASH | Cum | 3,470.00 |
| 6.23.1.1 | Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. Note: Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works up to plinth levelM-15 grade plain cement concrete (cement content considered @ 240 kg/cum) | Cum | 4,123.00 |
| 6.23.1.2 | Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. Note: Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works up to plinth levelM-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | Cum | 3,919.00 |
| 6.23.2.1 | Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. Note: Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works above plinth and up to floor IV levelM-15 grade plain cement concrete (cement content considered @ 240 kg/cum) | Cum | 4,326.00 |
| 6.23.2.2 | Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. Note: Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works above plinth and up to floor IV levelM-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | Cum | 4,193.00 |
| 6.24.1 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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. (Note:- Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)All works up to plinth level | Cum | 5,002.00 |
| 6.24.2 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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. (Note:- Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)All works above plinth level up to floor IV level G. DESIGN MIX CONCRETE | Cum | 5,051.00 |
| 6.25.1 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. (Note:- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)All works up to plinth level | Cum | 4,999.00 |
| 6.25.2 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. (Note:- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)All works above plinth level up to floor IV level | Cum | 5,041.00 |
| 6.26.1 | Extra for providing richer mixes up to plinth and at all floor levels. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | Cum | 66.00 |
| 6.26.2 | Extra for providing richer mixes up to plinth and at all floor levels. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)Providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (Note Cement content considered in M-35 is@ 350 kg/ cum) | Cum | 133.00 |
| 6.26.3 | Extra for providing richer mixes up to plinth and at all floor levels. (Note:- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)Providing M-40 grade concrete instead of M-25 grade BMC/ RMC.(Note Cement content considered in M-40 is@ 360 kg/ cum) | Cum | 199.00 |
| 6.27 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor IV level for each three floors or part thereof. H. DESIGN MIX CONCRETE WITH FLYASH | Cum | 273.00 |
| 6.28.1 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of 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. NOTE- (1) Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMCAll works up to Plinth level | Cum | 5,371.00 |
| 6.28.2 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of 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. NOTE- (1) Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMCAll works above plinth & up to floor IV level. I. CENTRING AND SHUTTERING (FORM WORK) | Cum | 5,418.00 |
| 6.29.1 | Centering and shuttering including strutting, propping etc. and removal of form work forFoundations, footings, bases for columns | Sqm | 174.00 |
| 6.29.2 | Centering and shuttering including strutting, propping etc. and removal of form work forRetaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc | Sqm | 316.00 |
| 6.29.3 | Centering and shuttering including strutting, propping etc. and removal of form work forColumns, piers, abutments, pillars, posts and struts | Sqm | 292.00 |
| 6.30.1 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete | Sqm | 175.00 |
| 6.30.2 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | Sqm | 316.00 |
| 6.30.3 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and | Sqm | 233.00 |
| 6.30.4 | Centering and shuttering including strutting, propping etc. and removal of form forShelves (Cast in situ) | Sqm | 250.00 |
| 6.30.5 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 332.00 |
| 6.30.6 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 293.00 |
| 6.30.7 | Centering and shuttering including strutting, propping etc. and removal of form forStairs, (excluding landings) except spiral-staircases | Sqm | 325.00 |
| 6.30.8 | Centering and shuttering including strutting, propping etc. and removal of form forSpiral staircases (including landing) | Sqm | 322.00 |
| 6.30.9 | Centering and shuttering including strutting, propping etc. and removal of form forArches, domes, vaults up to 6 m span | Sqm | 810.00 |
| 6.30.10 | Centering and shuttering including strutting, propping etc. and removal of form forExtra for arches, domes, vaults exceeding 6 m span | Sqm | 649.00 |
| 6.30.11 | Centering and shuttering including strutting, propping etc. and removal of form forChimneys and shafts | Sqm | 361.00 |
| 6.30.12 | Centering and shuttering including strutting, propping etc. and removal of form forWell steining | Sqm | 307.00 |
| 6.30.13 | Centering and shuttering including strutting, propping etc. and removal of form forVertical and horizontal fins individually or forming box louvers band, facias and eaves boards | Sqm | 513.00 |
| 6.30.15 | Centering and shuttering including strutting, propping etc. and removal of form forSmall lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 174.00 |
| 6.30.16.1 | Centering and shuttering including strutting, propping etc. and removal of form for — Edges of slabs and breaks in floors and wallsUnder 20 cm wide | Metre | 128.00 |
| 6.30.17 | Centering and shuttering including strutting, propping etc. and removal of form forCornices and mouldings | Sqm | 608.00 |
| 6.30.18 | Centering and shuttering including strutting, propping etc. and removal of form forSmall surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | 535.00 |
| 6.30.19 | Centering and shuttering including strutting, propping etc. and removal of form forWeather shade, Chanas, corbels etc., including edges | Sqm | 311.00 |
| 6.30.20 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 489.00 |
| 6.30.21 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | Sqm | 411.00 |
| 6.31.1 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge12 mm dia. & 100 mm length | Each | 133.00 |
| 6.31.2 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge12 mm dia. & 150 mm length | Each | 146.00 |
| 6.31.3 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge20 mm dia. & 150 mm length | Each | 158.00 |
| 6.31.4 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge20 mm dia.& 225 mm length | Each | 171.00 |
| 6.32.1 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured)Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) J. STEEL REINFORCEMENT | Sqm | 164.00 |
| 6.33.1 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementMild steel and Medium Tensile steel bars | KG | 67.00 |
| 6.33.2 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementHard drawn steel wire | KG | 75.00 |
| 6.33.3 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementCold twisted bars | KG | 68.00 |
| 6.33.4 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementHot rolled deformed bars | KG | 68.00 |
| 6.33.5 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementHard drawn steel wire fabric | KG | 75.00 |
| 6.33.6 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementThermo-Mechanically Treated bars of grade Fe-500D or more | KG | 68.00 |
| 6.34.1 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementMild steel and Medium Tensile steel bars | KG | 67.00 |
| 6.34.2 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementHard drawn steel wire | KG | 75.00 |
| 6.34.3 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementCold twisted bars | KG | 68.00 |
| 6.34.4 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementHot rolled deformed bars | KG | 68.00 |
| 6.34.5 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementHard drawn steel wire fabric | KG | 75.00 |
| 6.34.6 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcementThermo-Mechanically Treated bars of grade Fe-500D or more | KG | 68.00 |
| 6.35.1 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more | KG | 71.00 |
| 6.36.1 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D | KG | 73.00 |
| 6.37.1 | Providing and fixing parallel threaded couplers conforming to IS on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-ChargeCoupler for 16 mm diameter reinforcement bar | Each | 58.00 |
| 6.37.2 | Providing and fixing parallel threaded couplers conforming to IS on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-ChargeCoupler for 20 mm diameter reinforcement bar | Each | 77.00 |
| 6.37.3 | Providing and fixing parallel threaded couplers conforming to IS on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-ChargeCoupler for 25 mm diameter reinforcement bar | Each | 124.00 |
| 6.37.4 | Providing and fixing parallel threaded couplers conforming to IS on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-ChargeCoupler for 28 mm diameter reinforcement bar | Each | 143.00 |
| 6.37.5 | Providing and fixing parallel threaded couplers conforming to IS on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-ChargeCoupler for 32 mm diameter reinforcement bar K. CEMENT CONCRETE PRECAST | Each | 184.00 |
| 6.38.1 | Providing and fixing up to floor four level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), cost of required Centering complete1:1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 | Cum | 4,534.00 |
| 6.39.1 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete1:1½:3 (1 Cement: 1½ coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,631.00 |
| 6.40.1 | Providing and fixing up to floor four level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete1:1½:3 (1 Cement: 1½ coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 5,076.00 |
| 6.41.1 | Providing and fixing up to floor four level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) | Cum | 3,476.00 |
| 6.42 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-Ill): 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. L. PRE-CAST RCC | Each | 490.00 |
| 6.43 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 4,674.00 |
| 6.44 | Providing, hoisting and fixing up to floor four level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including the cost of required centering, shuttering but, excluding the cost of reinforcement with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 5,690.00 |
| 6.45 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1: 3 (1 cement: 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement 1.5 coarse sand(zone-111) 3 graded stone aggregate 20 mm nominal size) | Cum | 6,795.00 |
| 6.46 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1: 3 (1 cement: 3 coarse sand), cost of required centering and shuttering but, excluding the cost of reinforcement, with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 5,956.00 |
| 6.47 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1c ement: 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of reinforcement, with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 7,334.00 |
| 6.48 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1: 2 (1 cement: 2 coarse sand), including the cost of required centering, shuttering but, excluding the cost of reinforcement, with 1: 1.5:3 (1 cement: 1.5 coarse sand(zone-111): 3 graded stone aggregate 20 mm nominal size) | Cum | 5,474.00 |
| 6.49.1 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand(zone-111): 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits50 mm thick | Sqm | 946.00 |
| 6.49.2 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand(zone-111): 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits40 mm thick | Sqm | 845.00 |
| 6.49.3 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand(zone-111): 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits25 mm thick | Sqm | 701.00 |
| 6.50.1 | Providing and fixing in position factory made precast RCC M-40 fixing with hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos., 6 mm dia main bars tied with 3 mm M.S stirrups placed@ 200 mm CIC and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accommodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimalDoor frame 125 mmx 60 mm | Metre | 422.00 |
| 6.50.2 | Providing and fixing in position factory made precast RCC M-40 fixing with hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos., 6 mm dia main bars tied with 3 mm M.S stirrups placed@ 200 mm CIC and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accommodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimalDoor frame 100 mmx 60 mm | Metre | 363.00 |
| 6.50.3 | Providing and fixing in position factory made precast RCC M-40 fixing with hold fast embedded in 1:3:6 concrete block for doors and windows frames having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos., 6 mm dia main bars tied with 3 mm M.S stirrups placed@ 200 mm CIC and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accommodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimalDoor frame 85 mmx60 mm | Metre | 362.00 |
| 6.51 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1: 1½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill): 3 graded stone aggregate 1 O mm nominal size), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement: 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. M. ENCASING ROLLED STEEL SECTION | Cum | 14,611.00 |
| 6.52 | Encasing rolled steel sections, in beams and columns, with cement concrete 1: 1.5:3 (1 cement: 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) including centering and shuttering complete but, excluding cost of reinforcement | Cum | 7,766.00 |
| 6.53 | Encasing rolled steel section in grillages with cement concrete 1: 1.5:3 (1 cement: 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) including centering and shuttering but, excluding cost of expanded metal and hangers | Cum | 4,945.00 |
| 6.54 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. N. EXPANSION JOINTS | Sqm | 399.00 |
| 6.55 | Providing and fixing in position copper plate as per design for expansion joints | KG | 696.00 |
| 6.56 | Providing and filling in position, blown bitumen in expansion joints | Cum | 51,659.00 |
| 6.57 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints | Cum | 15,634.00 |
| 6.59.1.1 | Providing and fixing sheet covering over expansion joints with iron screws as per design — Non-asbestos fibre cement board 6 mm thick as per IS: 14862150mm wide | Metre | 86.00 |
| 6.59.1.2 | Providing and fixing sheet covering over expansion joints with iron screws as per design — Non-asbestos fibre cement board 6 mm thick as per IS: 14862200mm wide | Metre | 112.00 |
| 6.59.2.1 | Providing and fixing sheet covering over expansion joints with iron screws as per design — Aluminium fluted strips 3.15 mm thick150 mm wide | Metre | 402.00 |
| 6.59.2.2 | Providing and fixing sheet covering over expansion joints with iron screws as per design — Aluminium fluted strips 3.15 mm thick200 mm wide | Metre | 519.00 |
| 6.59.3.1 | Providing and fixing sheet covering over expansion joints with iron screws as per design — Cement bonded wood particle board 6mm thick as per IS: 14276150 mm wide | Metre | 98.00 |
| 6.59.3.2 | Providing and fixing sheet covering over expansion joints with iron screws as per design — Cement bonded wood particle board 6mm thick as per IS: 14276200 mm wide | Metre | 116.00 |
| 6.60.1 | Providing and fixing in position Stainless steel Grade 304 plate- 1.0 mm thick as per design for expansion joints200 mm wide | Metre | 622.00 |
| 6.60.2 | Providing and fixing in position Stainless steel Grade 304 plate- 1.0 mm thick as per design for expansion joints300 mm wide | Metre | 908.00 |
| 6.61.1 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminium base members, self aligning/ self centering arrangement and support plates etc. as per ASTM 9221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self centering arrangement that freely rotates I moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063)Floor Joint of 100 mm gap | Metre | 5,008.00 |
| 6.61.2 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminium base members, self aligning/ self centering arrangement and support plates etc. as per ASTM 9221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self centering arrangement that freely rotates I moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063)Floor Joint of 150 mm gap | Metre | 6,225.00 |
| 6.61.3 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminium base members, self aligning/ self centering arrangement and support plates etc. as per ASTM 9221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self centering arrangement that freely rotates I moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063)Floor Joint of 200 mm gap | Metre | 8,091.00 |
| 6.62.1 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to comer application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063)Wall Joint of 100 mm gap | Metre | 4,099.00 |
| 6.62.2 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to comer application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063)Wall Joint of 150 mm gap | Metre | 4,667.00 |
| 6.62.3 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to comer application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063)Wall Joint of 200 mm gap | Metre | 5,495.00 |
| 6.63.1 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer's pre engineered self-centering arrangement that freely rotates I moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063)Roof Joint of 100 mm gap | Metre | 4,618.00 |
| 6.63.2 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer's pre engineered self-centering arrangement that freely rotates I moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063)Roof Joint of 150 mm gap | Metre | 5,186.00 |
| 6.63.3 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer's pre engineered self-centering arrangement that freely rotates I moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063)Roof Joint of 200 mm gap 0. MISCELLANEOUS | Metre | 6,274.00 |
| 6.65 | Extra for laying concrete in or under foul positions | Cum | 176.00 |
| 6.66 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub • soil water conditions | Cum | 403.00 |
| 6.67 | Extra for laying reinforced cement concrete in or under foul positions | Cum | 212.00 |
| 6.68 | Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS: 9103, as approved by the Engineer-in charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in panels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, up to the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiselling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert boxes for - -..... Note: Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix and for under water concreting. A.. MORTARS | Cum | 11,978.00 |
Other chapters in this schedule
- Earth Work and Rock Cutting (71)
- Dismantling and Demolition (93)
- Brick Work and Stone Masonry (101)
- Cladding Work (61)
- Hoisting and Roofing (126)
- Flooring and Dados (181)
- Finishing Works (129)
- Wood Work, PVC and Aluminum Doors and Windows (291)
- Steel and Iron Work (64)
- Lining and Outlets (71)
- Deep Foundations (141)
- River and Canal Protection Works (57)
- Road Works (112)
- Miscellaneous (Buildings) (114)
- Water Supply (879)
- Sewerage and Drainage (1019)
- Sanitary Installations (642)
- Horticulture and Land Scaping (125)
- Bridges (Substructure, Superstructure, Bearings & Expansion Joints) (32)
- Water Proofing and Heat Insulation of Buildings (54)
- Structural & Aluminium Glazing (7)
- Repairs and Maintenance of Buildings (146)
- Strengthening and Retrofitting of Buildings (34)
- Innovating Technologies, New Materials and Solar Panels (123)
- Rain Water Harvesting & Tube wells (45)
- Road Furniture (82)
- Miscellaneous (Roads) (35)
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