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How much cement one unit of a given item of work consumes, for 444 items of the CPWD Civil DSR 2023. Figures are in kilograms and in 50 kg bags, per the unit the DSR measures that item in — per cum for concrete and masonry, per sqm for surface work, per metre for linear items.
These are not transcribed from a summary table. Each one is computed from CPWD’s own analysis of rates, following an item through to its mortar or concrete where the cement is actually consumed, so the numbers agree with the published rate by construction.
The table everything else is built on. A brickwork, plastering or flooring item consumes mortar, and the mortar consumes the cement — so if you only remember one set of figures, make it these.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 3.1 | Cement mortar 1:1 (1 cement : 1 fine sand) | cum | 1020 | 20.4 |
| 3.2 | Cement mortar 1:2 (1 cement : 2 fine sand). | cum | 680 | 13.6 |
| 3.3 | Cement mortar 1:3 (1 cement : 3 fine sand). | cum | 510 | 10.2 |
| 3.4 | Cement mortar 1:4 (1 cement : 4 fine sand). | cum | 380 | 7.6 |
| 3.5 | Cement mortar 1:5 (1 cement : 5 fine sand). | cum | 310 | 6.2 |
| 3.6 | Cement mortar 1:6 (1 cement : 6 fine sand). | cum | 250 | 5 |
| 3.7 | Cement mortar 1:2 (1 cement : 2 coarse sand). | cum | 680 | 13.6 |
| 3.8 | Cement mortar 1:3 (1 cement : 3 coarse sand). | cum | 510 | 10.2 |
| 3.9 | Cement mortar 1:4 (1 cement : 4 coarse sand). | cum | 380 | 7.6 |
| 3.10 | Cement mortar 1:5 (1 cement : 5 coarse sand). | cum | 310 | 6.2 |
| 3.11 | Cement mortar 1:6 (1 cement : 6 coarse sand). | cum | 250 | 5 |
| 3.12 | Cement mortar 1:2 (1 cement : 2 stone dust). | cum | 680 | 13.6 |
| 3.13 | Cement mortar 1:2 (1 cement : 2 marble dust). | cum | 680 | 13.6 |
| 3.14 | Cement mortar 1:5 (1 cement : 5 marble dust). | cum | 310 | 6.2 |
CPWD builds every DSR rate from an analysis that lists what one stated output of the item consumes — materials, labour, machinery. For most items cement never appears in that list directly. A brickwork item consumes mortar; the mortar item consumes the cement. A 12 mm plaster item does the same thing one level down.
So each figure here is produced by resolving that chain: take the item, follow every sub-item reference into the analysis behind it, total the Portland cement at the bottom, and divide by the item’s output quantity. That is why brickwork in 1:6 shows about 1.25 bags per cum while the 1:6 mortar itself shows 5 — only the joints take mortar.
Only Portland cement (OPC-43 grade) is counted. White cement and acid-proof cement are finishing materials, so a pointing or terrazzo item shows the cement in its bedding and backing, not the white cement in its finish.
Plain and ordinary cement concrete, by mix and by aggregate size.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 4.1.2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:1½:3 (1 Cement: 1½ coarse sand (zone-I… | cum | 400 | 8 |
| 4.1.2A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:1.5:3 (1 Cement: 1.5 coarse sand (zone… | cum | 400 | 8 |
| 4.1.3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 cement : 2 coarse sand (zone-II… | cum | 320 | 6.4 |
| 4.1.3A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 cement : 2 coarse sand (zone-II… | cum | 320 | 6.4 |
| 4.1.4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-II… | cum | 320 | 6.4 |
| 4.1.5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:3:6 (1 Cement : 3 coarse sand (zone-II… | cum | 220 | 4.4 |
| 4.1.5A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:3:6 (1 Cement : 3 manufactured sand de… | cum | 220 | 4.4 |
| 4.1.5B | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:3:6 (1 cement : 3 manufactured sand de… | cum | 220 | 4.4 |
| 4.1.6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:3:6 (1 Cement : 3 coarse sand (zone-II… | cum | 220 | 4.4 |
| 4.1.6A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:3:6 (1 Cement : 3 manufactured sand de… | cum | 220 | 4.4 |
| 4.1.8 | 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-II… | cum | 170 | 3.4 |
| 4.1.8A | 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 manufactured sand de… | cum | 170 | 3.4 |
| 4.1.10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:5:10 (1 cement : 5 coarse sand (zone-I… | cum | 130 | 2.6 |
| 4.1.10A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:5:10 (1 cement : 5 manufactured sand d… | cum | 130 | 2.6 |
| 4.1.11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:5:10 (1 cement : 5 fine sand derived f… | cum | 130 | 2.6 |
| 4.1.12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:3½:9 (1 ordinary portland cement : 2… | cum | 170 | 3.4 |
| 4.1.12A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:3½:9 (1 ordinary portland cement : 2… | cum | 170 | 3.4 |
| 4.1.13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2½:4:11 (1 ordinary portland cement :… | cum | 130 | 2.6 |
| 4.1.13A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2½:4:11 (1 ordinary portland cement :… | cum | 130 | 2.6 |
| 4.2.2 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 400 | 8 |
| 4.2.2A | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 400 | 8 |
| 4.2.3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 320 | 6.4 |
| 4.2.3A | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 320 | 6.4 |
| 4.2.5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 220 | 4.4 |
| 4.2.5A | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 220 | 4.4 |
| 4.2.5B | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 220 | 4.4 |
| 4.2.8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 130 | 2.6 |
| 4.2.8A | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, str… | cum | 130 | 2.6 |
| 4.5.1 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, e… | cum | 404.63 | 8.093 |
| 4.5.1A | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, e… | cum | 402.86 | 8.057 |
| 4.6.1 | 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)… | cum | 403.48 | 8.07 |
| 4.6.1A | 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)… | cum | 402.14 | 8.043 |
| 4.7.1 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of requir… | cum | 446.83 | 8.937 |
| 4.7.1A | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of requir… | cum | 445.49 | 8.91 |
| 4.10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size… | sqm | 12.8 | 0.256 |
| 4.10A | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA)… | sqm | 12.8 | 0.256 |
| 4.11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size d… | sqm | 16 | 0.32 |
| 4.11A | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) ncluding manufactured sand derived from Recycled Concrete Aggregate (RCA) u… | sqm | 16 | 0.32 |
| 4.17 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from nat… | sqm | 11 | 0.22 |
| 4.17A | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Rec… | sqm | 11 | 0.22 |
| 4.17B | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Rec… | sqm | 11 | 0.22 |
| 4.20.1.1 | All works upto plinth level : - Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 220 | 4.4 |
| 4.20.1.2 | All works upto plinth level : - Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 240 | 4.8 |
| 4.20.1.3 | All works upto plinth level : - Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 270 | 5.4 |
| 4.20.1.4 | All works upto plinth level : - Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 300 | 6 |
| 4.20.2.1 | All works above plinth and upto floor V level - Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 220 | 4.4 |
| 4.20.2.2 | All works above plinth and upto floor V level - Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 240 | 4.8 |
| 4.20.2.3 | All works above plinth and upto floor V level - Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 270 | 5.4 |
| 4.20.2.4 | All works above plinth and upto floor V level - Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 300 | 6 |
| 4.20A.1.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 220 | 4.4 |
| 4.20A.1.2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 240 | 4.8 |
| 4.20A.1.3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 270 | 5.4 |
| 4.20A.1.4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 300 | 6 |
| 4.20A.2.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 220 | 4.4 |
| 4.20A.2.2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 240 | 4.8 |
| 4.20A.2.3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 270 | 5.4 |
| 4.20A.2.4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural source… | cum | 300 | 6 |
Design-mix and nominal-mix RCC, including precast and pumped concrete items.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 5.1.2 | 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 level : - 1:… | cum | 400 | 8 |
| 5.1.2A | 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:… | cum | 400 | 8 |
| 5.1.3 | 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:… | cum | 320 | 6.4 |
| 5.1.3A | 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:… | cum | 320 | 6.4 |
| 5.2.2 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts… | cum | 400 | 8 |
| 5.2.2A | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts… | cum | 400 | 8 |
| 5.3 | 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 sta… | cum | 400 | 8 |
| 5.3A | 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 sta… | cum | 400 | 8 |
| 5.4 | Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1… | cum | 400 | 8 |
| 5.5 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shutte… | cum | 400 | 8 |
| 5.5A | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level excluding the cost of centering, shutter… | cum | 400 | 8 |
| 5.6 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse san… | cum | 400 | 8 |
| 5.6A | Reinforced cement concrete work in chimneys, shafts, up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand… | cum | 400 | 8 |
| 5.7 | 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-III) derived from na… | cum | 400 | 8 |
| 5.8 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of… | cum | 400 | 8 |
| 5.8A | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level excluding the cost of… | cum | 400 | 8 |
| 5.12 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window s… | cum | 404.63 | 8.093 |
| 5.14 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement morta… | cum | 400 | 8 |
| 5.15 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement morta… | cum | 400 | 8 |
| 5.16 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coa… | cum | 515.47 | 10.309 |
| 5.16A | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coa… | cum | 115.47 | 2.309 |
| 5.17 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers,… | cum | 400 | 8 |
| 5.19 | Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nomin… | cum | 400 | 8 |
| 5.20 | Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size der… | cum | 400 | 8 |
| 5.23 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | sqm | 3.67 | 0.073 |
| 5.24 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat ceme… | sqm | 4.17 | 0.083 |
| 5.27 | 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 | 3.2 | 0.064 |
| 5.33.1.1 | 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 s… | cum | 330 | 6.6 |
| 5.33.1.2 | 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 s… | cum | 350 | 7 |
| 5.33.1.3 | 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 s… | cum | 370 | 7.4 |
| 5.33.1.4 | 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 s… | cum | 390 | 7.8 |
| 5.33.1.5 | 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 s… | cum | 410 | 8.2 |
| 5.33.2.1 | 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 s… | cum | 330 | 6.6 |
| 5.33.2.2 | 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 s… | cum | 350 | 7 |
| 5.33.2.3 | 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 s… | cum | 370 | 7.4 |
| 5.33.2.4 | 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 s… | cum | 390 | 7.8 |
| 5.33.2.5 | 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 s… | cum | 410 | 8.2 |
| 5.33A.1.1 | 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 s… | cum | 330 | 6.6 |
| 5.33A.2.1 | 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 s… | cum | 330 | 6.6 |
| 5.35 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | quintal | 100 | 2 |
| 5.36 | 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 : 1½ coarse sand (… | cum | 412.23 | 8.245 |
| 5.36A | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular as per design and shape for floors and roofs in 1:1.5:3 (1 cement : 1.5 coarse sand… | cum | 412.23 | 8.245 |
| 5.47.1 | Providing and fixing in position factory made precast RCC M-40 door and window frame fixing with hold fast embedded in 1:3:6 concrete block , having excellent smooth finish as per IS: 6523… | metre | 4.68 | 0.094 |
| 5.47.2 | Providing and fixing in position factory made precast RCC M-40 door and window frame fixing with hold fast embedded in 1:3:6 concrete block , having excellent smooth finish as per IS: 6523… | metre | 4.08 | 0.082 |
| 5.47.3 | Providing and fixing in position factory made precast RCC M-40 door and window frame fixing with hold fast embedded in 1:3:6 concrete block , having excellent smooth finish as per IS: 6523… | metre | 3.78 | 0.076 |
| 5.48.1 | Providing and laying Reinforced cement concrete for construction of piers, abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all lo… | cum | 480 | 9.6 |
| 5.49 | 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… | cum | 467.33 | 9.347 |
Cement reaches these items through their mortar, so the figure varies with both the mix and the brick.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 6.1.1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: - Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 95 | 1.9 |
| 6.1.2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: - Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 62.5 | 1.25 |
| 6.2.1 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: - Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 83.6 | 1.672 |
| 6.2.2 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: - Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 55 | 1.1 |
| 6.3.1 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mo… | cum | 62.5 | 1.25 |
| 6.3.2 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mo… | cum | 55 | 1.1 |
| 6.4.1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : - Cement mortar… | cum | 95 | 1.9 |
| 6.4.2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : - Cement mortar… | cum | 62.5 | 1.25 |
| 6.7 | Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity… | metre | 3.86 | 0.077 |
| 6.8 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upt… | sqm | 9.23 | 0.185 |
| 6.9 | Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (… | cum | 127.5 | 2.55 |
| 6.10 | Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering and shuttering complete, for s… | cum | 127.5 | 2.55 |
| 6.12.1 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : - Cement mortar 1:3 (1 cement : 3 coarse sand) | sqm | 14.28 | 0.286 |
| 6.12.2 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : - cement mortar 1:4 (1 cement : 4 coarse sand) | sqm | 10.64 | 0.213 |
| 6.13.1 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. - Cement mortar 1:3 (1 cement :3 coa… | sqm | 14.28 | 0.286 |
| 6.13.2 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. - Cement mortar 1:4 (1 cement :4 coa… | sqm | 10.64 | 0.213 |
| 6.16.1 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: - Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 152 | 3.04 |
| 6.16.2 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: - Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 2 |
| 6.17 | Tile brick masonry with common burnt clay machine moulded tile bricks of class designation 12.5 conforming to IS : 2690 (Part I) in foundation and plinth in cement mortar 1:6 (1 cement : 6… | cum | 100 | 2 |
| 6.18 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement :… | cum | 100 | 2 |
| 6.20 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in plain arch work in superstructure above plinth and upto floor five level in cement mort… | cum | 133 | 2.66 |
| 6.21 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in gauged arch work in superstructure above plinth and upto floor five level in cement mor… | cum | 133 | 2.66 |
| 6.22 | Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above pl… | sqm | 7.65 | 0.153 |
| 6.23 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4… | sqm | 6.56 | 0.131 |
| 6.26.1 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep… | cum | 62.5 | 1.25 |
| 6.26.2 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep… | cum | 62.5 | 1.25 |
| 6.27.1 | Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mort… | cum | 55 | 1.1 |
| 6.27.2 | Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mort… | cum | 55 | 1.1 |
| 6.28.1 | Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep compl… | cum | 55 | 1.1 |
| 6.28.2 | Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep compl… | cum | 55 | 1.1 |
| 6.29.1 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12… | cum | 62.5 | 1.25 |
| 6.29.2 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12… | cum | 62.5 | 1.25 |
| 6.30.1 | From ground level upto plinth level | cum | 62.5 | 1.25 |
| 6.30.2 | Above plinth level upto floor V level | cum | 62.5 | 1.25 |
| 6.31.1 | Brick work with common burnt clay machine moulded perforated modular bricks of class designation 12.5 conforming to IS : 2222 in exposed brick work including making horizontal and vertical… | cum | 55 | 1.1 |
| 6.31.2 | Brick work with common burnt clay machine moulded perforated modular bricks of class designation 12.5 conforming to IS : 2222 in exposed brick work including making horizontal and vertical… | cum | 55 | 1.1 |
| 6.32.1 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : - Cement mortar 1:4 (1 cement : 4 coarse san… | cum | 95 | 1.9 |
| 6.32.2 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : - Cement mortar 1:6 (1 cement : 6 coarse san… | cum | 62.5 | 1.25 |
| 6.34.1 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : - Cement… | cum | 83.6 | 1.672 |
| 6.34.2 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : - Cement… | cum | 55 | 1.1 |
| 6.35.1 | Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class designation 10 average compressive strength in super structure above plinth level up to floor V… | cum | 83.6 | 1.672 |
| 6.35.2 | Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class designation 10 average compressive strength in super structure above plinth level up to floor V… | cum | 55 | 1.1 |
| 6.36.1 | Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : - Cement Mortar 1:4 ( 1… | cum | 83.6 | 1.672 |
| 6.37 | Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to IS : 4885) in arches in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine sand). | cum | 127.5 | 2.55 |
| 6.38 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super struct… | cum | 57 | 1.14 |
| 6.44 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 f… | metre | 0.14 | 0.003 |
| 6.45.1 | Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. - Cement mortar 1 : 3 (1 cement :… | sqm | 14.28 | 0.286 |
| 6.45.2 | Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. - Cement mortar 1 : 4 (1 cement :… | sqm | 10.64 | 0.213 |
Random rubble, coursed rubble and ashlar work.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 7.1.1 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) u… | cum | 82.5 | 1.65 |
| 7.2.1 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded… | cum | 82.5 | 1.65 |
| 7.6.1 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : - Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 1.5 |
| 7.7.1 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : - Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 1.5 |
| 7.8.1 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. - Masonry work (first sort), in cement mortar 1:6 (1 cement : 6… | cum | 75 | 1.5 |
| 7.8.2 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. - Masonry work (second sort), in cement mortar 1:6 (1 cement: 6… | cum | 75 | 1.5 |
| 7.28.1.1 | Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter… | sqm | 3.91 | 0.078 |
| 7.28.2.1 | Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter… | sqm | 3.91 | 0.078 |
| 7.38.1.1 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admix… | sqm | 10.44 | 0.209 |
| 7.38.1.2 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admix… | sqm | 10.44 | 0.209 |
Bedding and jointing mortar for stone cladding and flooring.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 8.1.1.1 | Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 c… | sqm | 8.16 | 0.163 |
| 8.1.1.2 | Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 c… | sqm | 7.34 | 0.147 |
| 8.2.1.1 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of… | sqm | 9.12 | 0.182 |
| 8.2.1.2 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of… | sqm | 9.12 | 0.182 |
| 8.2.2.1 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of… | sqm | 9.12 | 0.182 |
| 8.2.2.2 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of… | sqm | 9.12 | 0.182 |
| 8.2.3.1 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of… | sqm | 9.12 | 0.182 |
| 8.2.3.2 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of… | sqm | 9.12 | 0.182 |
| 8.7.1 | Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and em… | kg | 0.66 | 0.013 |
| 8.7.2 | Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and em… | kg | 0.73 | 0.015 |
| 8.9.1.1 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. -… | sqm | 10.44 | 0.209 |
| 8.9.1.2 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. -… | sqm | 10.44 | 0.209 |
| 8.11.1 | Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern… | sqm | 8.16 | 0.163 |
| 8.14.1.1 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.1.2 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.1.3 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.1.4 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.1.5 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.2.1 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.2.2 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.2.3 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.2.4 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.2.5 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.3.1 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.3.2 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.3.3 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.3.4 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.3.5 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.4.1 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.4.2 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.4.3 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.4.4 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.4.5 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.5.1 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.14.5.2 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) inclu… | sqm | 9.18 | 0.184 |
| 8.15 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (… | kg | 0.73 | 0.015 |
| 8.17 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding… | sqm | 18.14 | 0.363 |
| 8.18.1.1 | Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Ceme… | sqm | 7.34 | 0.147 |
| 8.21 | Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in… | kg | 1.05 | 0.021 |
| 8.25.1 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. - 40 mm thick | sqm | 0.06 | 0.001 |
| 8.25.2 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. - 25 mm thick | sqm | 0.06 | 0.001 |
| 8.25.3 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. - 20 mm thick | sqm | 0.06 | 0.001 |
| 8.25.4 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. - 12 mm thick | sqm | 0.06 | 0.001 |
| 8.28.1 | Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed s… | sqm | 0.06 | 0.001 |
| 8.29 | Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. | sqm | 0.06 | 0.001 |
| 8.31 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy,… | sqm | 10.44 | 0.209 |
Embedding and grouting items that consume concrete or mortar.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 10.10.1 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | kg | 0.13 | 0.003 |
| 10.11.1 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete… | kg | 0.07 | 0.001 |
| 10.13.1 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying… | kg | 0.11 | 0.002 |
| 10.15.1 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded… | kg | 0.28 | 0.006 |
Bedding mortar and underbed for tiled, stone and cement flooring.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 11.1.1 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: - 1:4… | sqm | 18.49 | 0.37 |
| 11.1.2 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: - 1:6… | sqm | 12.85 | 0.257 |
| 11.3.1 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing… | sqm | 17 | 0.34 |
| 11.4 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) a… | sqm | 23.1 | 0.462 |
| 11.5 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) an… | sqm | 26.3 | 0.526 |
| 11.6.1 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. - 18 mm thick | sqm | 13.99 | 0.28 |
| 11.9.1 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomin… | sqm | 16.95 | 0.339 |
| 11.9.2 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomin… | sqm | 12.9 | 0.258 |
| 11.9.3 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomin… | sqm | 14.92 | 0.298 |
| 11.9.4 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomin… | sqm | 12.9 | 0.258 |
| 11.9.5 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomin… | sqm | 16.95 | 0.339 |
| 11.9.6 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomin… | sqm | 16.95 | 0.339 |
| 11.10.1 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 17.83 | 0.357 |
| 11.10.2 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 12.05 | 0.241 |
| 11.10.3 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 14.94 | 0.299 |
| 11.10.4 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 12.05 | 0.241 |
| 11.10.5 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 17.83 | 0.357 |
| 11.10.6 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 17.83 | 0.357 |
| 11.11.1 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 19.07 | 0.381 |
| 11.11.2 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 10.97 | 0.219 |
| 11.11.3 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 15.02 | 0.3 |
| 11.11.4 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 10.97 | 0.219 |
| 11.11.5 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 19.07 | 0.381 |
| 11.11.6 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nomi… | sqm | 19.07 | 0.381 |
| 11.12.1.1 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smal… | sqm | 12.92 | 0.258 |
| 11.12.1.2 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smal… | sqm | 8.87 | 0.177 |
| 11.12.1.3 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smal… | sqm | 10.89 | 0.218 |
| 11.12.1.4 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smal… | sqm | 8.87 | 0.177 |
| 11.12.1.5 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smal… | sqm | 12.92 | 0.258 |
| 11.12.1.6 | Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smal… | sqm | 12.92 | 0.258 |
| 11.15.1 | Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in pro… | sqm | 12 | 0.24 |
| 11.16.1 | Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the til… | sqm | 12.91 | 0.258 |
| 11.16.2 | Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the til… | sqm | 15.11 | 0.302 |
| 11.16.3 | Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the til… | sqm | 17.31 | 0.346 |
| 11.16.4 | Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the til… | sqm | 17.31 | 0.346 |
| 11.18.1 | Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement :… | sqm | 7.34 | 0.147 |
| 11.18.2 | Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement :… | sqm | 10.64 | 0.213 |
| 11.18.3 | Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement :… | sqm | 13.94 | 0.279 |
| 11.18.4 | Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement :… | sqm | 13.94 | 0.279 |
| 11.19.1 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubb… | sqm | 12.91 | 0.258 |
| 11.19.2 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubb… | sqm | 15.11 | 0.302 |
| 11.19.3 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubb… | sqm | 17.31 | 0.346 |
| 11.19.4 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubb… | sqm | 17.31 | 0.346 |
| 11.20.1 | Light shade pigment using white cement | sqm | 12.76 | 0.255 |
| 11.20.2 | Medium shade pigment using 50% white cement 50% Grey cement | sqm | 15.16 | 0.303 |
| 11.20.3 | Dark shade pigment using ordinary cement | sqm | 17.56 | 0.351 |
| 11.20.4 | Ordinary cement without any pigment | sqm | 17.56 | 0.351 |
| 11.22.1.1 | Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, includ… | sqm | 10.44 | 0.209 |
| 11.23.1 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 13.51 | 0.27 |
| 11.23.2 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 13.51 | 0.27 |
| 11.23.3 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 13.51 | 0.27 |
| 11.23.4 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 13.51 | 0.27 |
| 11.23.5 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 13.51 | 0.27 |
| 11.23.6 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 13.51 | 0.27 |
| 11.26.1 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing com… | sqm | 14.91 | 0.298 |
| 11.27 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mix… | sqm | 13.74 | 0.275 |
| 11.28.1 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. - Red sand stone | sqm | 7.75 | 0.155 |
| 11.28.2 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. - White sand stone | sqm | 7.75 | 0.155 |
| 11.29.1 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust)… | sqm | 9.31 | 0.186 |
| 11.29.2 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust)… | sqm | 9.31 | 0.186 |
| 11.30.1 | Red sand stone | sqm | 9.31 | 0.186 |
| 11.30.2 | White sand stone | sqm | 9.31 | 0.186 |
| 11.37 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such a… | sqm | 12.42 | 0.248 |
| 11.38 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours… | sqm | 12.42 | 0.248 |
| 11.39 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved ma… | sqm | 12.42 | 0.248 |
| 11.40 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved ma… | sqm | 12.42 | 0.248 |
| 11.41.1 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved… | sqm | 12.42 | 0.248 |
| 11.41.2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved… | sqm | 12.42 | 0.248 |
| 11.41.3 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved… | sqm | 12.42 | 0.248 |
| 11.41.4 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved… | sqm | 12.42 | 0.248 |
| 11.44 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixtur… | sqm | 10.46 | 0.209 |
| 11.46A | Providing and fixing glazed screen printed border tile 75mm wide having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement m… | metre | 0.78 | 0.016 |
| 11.51.1 | Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with… | sqm | 8.51 | 0.17 |
| 11.52.1 | Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of… | sqm | 8.51 | 0.17 |
| 11.55.1 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural dr… | sqm | 13.51 | 0.27 |
| 11.56.1 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawing… | sqm | 13.51 | 0.27 |
| 11.56.2 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawing… | sqm | 13.51 | 0.27 |
Terracing, mud phaska and roof treatment items.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 12.16.1 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leap… | sqm | 3.11 | 0.062 |
| 12.17.1 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusha @ 35 kg per cum of earth and gobri leaping wi… | sqm | 3.11 | 0.062 |
| 12.19.1 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm… | sqm | 9.13 | 0.183 |
| 12.20 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% i… | sqm | 9.92 | 0.198 |
| 12.21.1 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as… | metre | 3.46 | 0.069 |
| 12.23.1.1 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or batten… | sqm | 0.74 | 0.015 |
| 12.23.2.1 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or batten… | sqm | 0.74 | 0.015 |
| 12.55 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sl… | sqm | 12.91 | 0.258 |
Making good openings, chases and patch work.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 14.4.1 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i… | sqm | 1.32 | 0.026 |
| 14.13 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, re… | sqm | 3.11 | 0.062 |
| 14.14.1 | Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse sand), including necessary repairs and cement pointing with same mortar complete, including disposal of… | sqm | 0.78 | 0.016 |
Kerbs, precast posts and concrete road items.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 16.15.1 | Supplying at site : - R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs… | cum | 548.81 | 10.976 |
| 16.42 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation… | cum | 320 | 6.4 |
| 16.43.1 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm… | cum | 340 | 6.8 |
| 16.43.2 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm… | cum | 340 | 6.8 |
| 16.52 | Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime: 2 fly ash : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including finishing with 10mm thick ceme… | cum | 55.08 | 1.102 |
| 16.63 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry br… | sqm | 11 | 0.22 |
| 16.67 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, includin… | sqm | 7.75 | 0.155 |
| 16.69 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 c… | cum | 4.96 | 0.099 |
| 16.75 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewater… | cum | 330 | 6.6 |
| 16.76 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | cum | 27 | 0.54 |
| 16.80 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate… | cum | 150 | 3 |
| 16.85 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including makin… | metre | 0.37 | 0.007 |
| 16.87.1 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in foo… | sqm | 9.12 | 0.182 |
| 16.87.2 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in foo… | sqm | 9.12 | 0.182 |
| 16.90 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved mak… | sqm | 12.42 | 0.248 |
| 16.92 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand)… | sqm | 19.67 | 0.393 |
| 16.93 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concr… | sqm | 35.2 | 0.704 |
Chases, haunching and fixing items that take mortar or concrete.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 17.61.1 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sa… | metre | 4.84 | 0.097 |
| 17.61.2 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sa… | metre | 3.3 | 0.066 |
| 17.61.3 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sa… | metre | 1.76 | 0.035 |
Pipe surrounds, thrust blocks and chamber work.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 18.2.1 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & co… | metre | 0.88 | 0.018 |
| 18.2.2 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & co… | metre | 0.88 | 0.018 |
| 18.2.3 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & co… | metre | 0.88 | 0.018 |
| 18.2.4 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & co… | metre | 0.88 | 0.018 |
| 18.5.1 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold wat… | metre | 0.88 | 0.018 |
| 18.5.2 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold wat… | metre | 0.88 | 0.018 |
| 18.5.3 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold wat… | metre | 0.88 | 0.018 |
| 18.8.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pi… | metre | 0.88 | 0.018 |
| 18.8.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pi… | metre | 0.88 | 0.018 |
| 18.8.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pi… | metre | 0.88 | 0.018 |
| 18.8.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pi… | metre | 0.88 | 0.018 |
| 18.11.1 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chase… | metre | 0.88 | 0.018 |
| 18.11.2 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chase… | metre | 0.88 | 0.018 |
| 18.78 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. | metre | 0.88 | 0.018 |
| 18.79 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size… | metre | 4.84 | 0.097 |
| 18.86.1 | Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pi… | metre | 0.88 | 0.018 |
| 18.86.2 | Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pi… | metre | 0.88 | 0.018 |
| 18.86A.1 | Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for sepa… | metre | 0.88 | 0.018 |
| 18.86A.2 | Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for sepa… | metre | 0.88 | 0.018 |
Pipe bedding, haunching and manhole work.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 19.1.1 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. compl… | metre | 0.63 | 0.013 |
| 19.1.2 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. compl… | metre | 1.2 | 0.024 |
| 19.1.3 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. compl… | metre | 1.77 | 0.035 |
| 19.1.4 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. compl… | metre | 3.13 | 0.063 |
| 19.1.5 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. compl… | metre | 4.17 | 0.083 |
| 19.2.1 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : -… | metre | 19.24 | 0.385 |
| 19.2.2 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : -… | metre | 23.53 | 0.471 |
| 19.2.3 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : -… | metre | 27.43 | 0.549 |
| 19.2.4 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : -… | metre | 31.72 | 0.634 |
| 19.3.2 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard des… | metre | 14.82 | 0.296 |
| 19.3.3 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard des… | metre | 17.42 | 0.348 |
| 19.3.4 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard des… | metre | 20.28 | 0.406 |
| 19.3.5 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard des… | metre | 23.4 | 0.468 |
| 19.6.1 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 0.5 | 0.01 |
| 19.6.2 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 0.6 | 0.012 |
| 19.6.3 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 0.9 | 0.018 |
| 19.6.4 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 1.1 | 0.022 |
| 19.6.5 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 2.4 | 0.048 |
| 19.6.6 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 2.6 | 0.052 |
| 19.6.7 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 3.2 | 0.064 |
| 19.6.8 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 3.7 | 0.074 |
| 19.6.9 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 4.2 | 0.084 |
| 19.6.10 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 4.9 | 0.098 |
| 19.6.11 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 5.5 | 0.11 |
| 19.6.12 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 6.1 | 0.122 |
| 19.6.13 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including te… | metre | 6.8 | 0.136 |
| 19.23.1 | Extra for depths beyond 60 cm of sand cast iron drop connection complete: - For 100 mm dia sand cast iron drop connection | metre | 20.8 | 0.416 |
| 19.23.2 | Extra for depths beyond 60 cm of sand cast iron drop connection complete: - For 150 mm dia sand cast iron drop connection | metre | 26 | 0.52 |
Bored and driven piles, where concrete dominates the cement figure.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 20.1.1 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 41.42 | 0.828 |
| 20.1.2 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 52.47 | 1.049 |
| 20.1.3 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 64.76 | 1.295 |
| 20.1.4 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 78.38 | 1.568 |
| 20.1.5 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 145.64 | 2.913 |
| 20.1.6 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 259.05 | 5.181 |
| 20.1.7 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 372.9 | 7.458 |
| 20.1.8 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the p… | metre | 583 | 11.66 |
| 20.2.1 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not le… | metre | 52.47 | 1.049 |
| 20.2.2 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not le… | metre | 64.76 | 1.295 |
| 20.2.3 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not le… | metre | 93.23 | 1.865 |
| 20.2.4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not le… | metre | 145.64 | 2.913 |
| 20.2A.1 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less t… | metre | 93.23 | 1.865 |
| 20.2A.2 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less t… | metre | 145.64 | 2.913 |
| 20.2A.3 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less t… | metre | 259.05 | 5.181 |
| 20.2A.4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less t… | metre | 372.9 | 7.458 |
| 20.2A.5 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less t… | metre | 583 | 11.66 |
| 20.3.1 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete,… | metre | 25.67 | 0.513 |
| 20.3.2 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete,… | metre | 48.77 | 0.975 |
| 20.3.3 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete,… | metre | 62.9 | 1.258 |
| 20.3.4 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete,… | metre | 79.2 | 1.584 |
| 20.5.1 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and len… | metre | 52.3 | 1.046 |
| 20.5.2 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and len… | metre | 66.04 | 1.321 |
| 20.5.3 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and len… | metre | 81.31 | 1.626 |
| 20.5.4 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and len… | metre | 98.23 | 1.965 |
| 20.5.5 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and len… | metre | 223.89 | 4.478 |
| 20.5.6 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and len… | metre | 322.7 | 6.454 |
Fixing and grouting items within glazing work.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 21.18 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor… | sqm | 0.3 | 0.006 |
Integral cement-based treatments and protective screeds.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 22.1.1 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge a… | sqm | 33.53 | 0.671 |
| 22.2.1 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proof… | sqm | 43.52 | 0.87 |
| 22.3 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: | sqm | 15.82 | 0.316 |
| 22.5 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : | sqm | 1.2 | 0.024 |
| 22.6 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: | sqm | 2 | 0.04 |
| 22.14.1 | Grading roof for water proofing treatment with - Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 320 | 6.4 |
| 22.14.2 | Grading roof for water proofing treatment with - Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 510 | 10.2 |
| 22.14.3 | Grading roof for water proofing treatment with - Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 380 | 7.6 |
Factory-made precast elements and the bonding coats that go with them.
| DSR code | Item | Unit | Cement (kg) | Bags (50 kg) |
|---|---|---|---|---|
| 26.31.1 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. - SBR Polymer (… | sqm | 2.2 | 0.044 |
| 26.32.1 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as p… | sqm | 5.47 | 0.109 |
| 26.32.2 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as p… | sqm | 11.4 | 0.228 |
| 26.32.3 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as p… | sqm | 22.8 | 0.456 |
| 26.33.1 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characterist… | sqm | 16.5 | 0.33 |
| 26.33.2 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characterist… | sqm | 24.75 | 0.495 |
| 26.34.1 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, bea… | sqm | 16.5 | 0.33 |
| 26.34.2 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, bea… | sqm | 24.75 | 0.495 |
| 26.34.3 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, bea… | sqm | 33 | 0.66 |
| 26.35.1 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutt… | kg | 1 | 0.02 |
| 26.35.2 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutt… | kg | 1 | 0.02 |
| 26.38.1 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement,… | sqm | 10.31 | 0.206 |
| 26.38.2 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement,… | sqm | 20.62 | 0.412 |
| 26.38.3 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement,… | sqm | 30.94 | 0.619 |
| 26.46 | Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire f… | sqm | 51 | 1.02 |
| 26.47 | Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and… | sqm | 58.6 | 1.172 |
| 26.53 | Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/bottom… | cum | 71.76 | 1.435 |
| 26.66 | Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire f… | sqm | 35.7 | 0.714 |
| 26.68.1 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: - Cement mortar 1:… | cum | 28.25 | 0.565 |
| 26.69.1 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floo… | cum | 28.25 | 0.565 |
| 26.70.1 | Cement mortar 1:4(1 cement : 4 coarse sand) | sqm | 2.69 | 0.054 |
| 26.71.1 | Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above… | sqm | 2.69 | 0.054 |
| 26.74.1 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs,… | cum | 390 | 7.8 |
| 26.74.2 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs,… | cum | 30 | 0.6 |
| 26.74.3 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs,… | cum | 55 | 1.1 |
| 26.74.4 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs,… | cum | 70 | 1.4 |
| 26.82 | Providing and laying rigid EPS (cellular plastic material) blocks conforming to ASTM standards/specifications of minimum density 21.60 Kg/cum on floors, steps, stage etc. of required size a… | sqm | 8.38 | 0.168 |
250 kg, or 5 bags of 50 kg, per cubic metre — per the CPWD analysis of rates for DSR item 3.11 (coarse sand) and 3.6 (fine sand). Mortar 1:4 takes 380 kg (7.6 bags) and 1:3 takes 510 kg (10.2 bags) per cum.
320 kg, or 6.4 bags per cubic metre. The richer 1:1½:3 mix takes 400 kg (8 bags) and the leaner 1:3:6 takes 250 kg (5 bags) per cum.
Because the figure is per cubic metre of finished brickwork, not per cubic metre of mortar. Only the joints take mortar — roughly a fifth to a third of the volume — so brickwork in 1:6 works out at about 1.25 bags per cum against the mortar’s own 5 bags per cum.
They are the coefficients CPWD uses to build its published rates, so they already carry the allowances built into the analysis of rates. They are not a site wastage allowance: actual consumption on a job varies with mix control, storage and workmanship, and reconciliation is normally done against these figures rather than instead of them.
A 50 kg bag, which is the standard CPWD reckons in. The kilogram column is the primary figure; the bag column is that divided by 50 and will not always land on a whole number.
Portland cement (OPC-43 grade), the structural binder. White cement and acid-proof cement are finishing materials and are excluded, so a pointing or terrazzo item shows only the cement in its bedding and backing, not the white cement in its finish.