Puducherry SOR 2024-25
Reinforced Concrete Work rates
131 reinforced concrete work items from the Puducherry PWD, effective 2024-08-14.
Reinforced Concrete Work rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹2.85 to ₹81,673.52. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.
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131 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 5.1.2 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 8,758.18 |
| 5.1.2A | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size of recycled concrete aggregate (RCA) upto 20%) | Cum | 8,680.53 |
| 5.1.3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:2:4 (1cement: 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) | Cum | 8,299.41 |
| 5.1.3A | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finsishing and reinforcement - All work upto plinth level 1:2:4 (1cement: 2 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 4 graded stone aggregate 20 mm nominal size of recycled concrete aggregate (RCA) upto 20%) | Cum | 8,223.63 |
| 5.2.2 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and sting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 10,040.74 |
| 5.2.2A | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and sting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 20%) | Cum | 9,963.08 |
| 5.3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 10,972.18 |
| 5.3A | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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 including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20mm nominal sizeincluding recycled concrete aggregate (RCA) upto 20%) | Cum | 10,894.51 |
| 5.4 | Providing and laying reinforced cement concrete in kerbs, steps and the like at near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 8,526.66 |
| 5.4A | Providing and laying reinforced cement concrete in kerbs, steps and the like at near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including recycled concrete aggregate (RCA) upto 20%) | Cum | 8,632.37 |
| 5.5 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 11,692.79 |
| 5.5A | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 20%) | Cum | 11,615.13 |
| 5.6 | Reinforced cement concrete work in chimneys, shafts, upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 10,262.68 |
| 5.6A | Reinforced cement concrete work in chimneys, shafts, upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20mm nominal size recycled concrete aggregate (RCA) upto 20%) | Cum | 10,185.01 |
| 5.7 | Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 8,135.44 |
| 5.7A | Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including recycled concrete aggregate (RCA) upto 20%) | Cum | 8,057.77 |
| 5.8 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 10,633.19 |
| 5.8A | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand iicluding manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including recycled concrete aggregate (RCA) upto 20%) | Cum | 10,555.55 |
| 5.9.1 | Centering and shuttering including strutting, propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete | Sqm | 420.93 |
| 5.9.2 | Centering and shuttering including strutting, propping etc and removal of form for - Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | Sqm | 870.55 |
| 5.9.3 | Centering and shuttering including strutting, propping etc and removal of form for - Suspended floors, roofs, landings, balconies and access platform | Sqm | 910.76 |
| 5.9.4 | Centering and shuttering including strutting, propping etc and removal of form for - Shelves (cast in situ) | Sqm | 910.76 |
| 5.9.5 | Centering and shuttering including strutting, propping etc and removal of form for - Lintels, beams, plinth beams, girders, bressumers and catilevers | Sqm | 719.54 |
| 5.9.6 | Centering and shuttering including strutting, propping etc and removal of form for - Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 996.43 |
| 5.9.7 | Centering and shuttering including strutting, propping etc and removal of form for - Stairs, (excluding landings) except spiral -staircases | Sqm | 703.63 |
| 5.9.8 | Centering and shuttering including strutting, propping etc and removal of form for - Spiral staircases (including landing) | Sqm | 792.76 |
| 5.9.9 | Centering and shuttering including strutting, propping etc and removal of form for - Arches, domes, vaults upto 6m span | Sqm | 1,989.76 |
| 5.9.10 | Centering and shuttering including strutting, propping etc and removal of form for - Extra for arches, domes, vaults exceeding 6 m span | Sqm | 393.50 |
| 5.9.11 | Centering and shuttering including strutting, propping etc and removal of form for - Chimneys and shafts | Sqm | 833.45 |
| 5.9.12 | Centering and shuttering including strutting, propping etc and removal of form for - Well steining | Sqm | 180.85 |
| 5.9.13 | Centering and shuttering including strutting, propping etc and removal of form for - Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | Sqm | 1,240.29 |
| 5.9.15 | Centering and shuttering including strutting, propping etc and removal of form for - Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 420.93 |
| 5.9.16.1 | Centering and shuttering including strutting, propping etc and removal of form for - Edges of slabs and breaks in floors and walls - under 20 cm wide | Metre | 179.02 |
| 5.9.16.2 | Centering and shuttering including strutting, propping etc and removal of form for - Edges of slabs and breaks in floors and walls - above 20 cm wide | Sqm | 751.30 |
| 5.9.17 | Centering and shuttering including strutting, propping etc and removal of form for - Cornices and mouldings | Sqm | 736.62 |
| 5.9.18 | Centering and shuttering including strutting, propping etc and removal of form for - Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | 903.95 |
| 5.9.19 | Centering and shuttering including strutting, propping etc and removal of form for -Weather shade, Chajjas, corbels etc., including edges | Sqm | 890.81 |
| 5.9.20 | Centering and shuttering including strutting, propping etc and removal of form for - Suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick | Sqm | 1,024.47 |
| 5.9.21 | Centering and shuttering including strutting, propping etc and removal of form for - Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | Sqm | 838.78 |
| 5.10.1 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in- charge - 12 mm dia & 100 mm length | Set | 216.78 |
| 5.11.1 | Extra for additional height in centering, shuttering where ever required width adequate bracing, propping etc. including cost of de - shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1metre or part thereof (plan area to be measured) - Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 377.18 |
| 5.12 | Providing, hoisting and fixing above plinth level upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 10,005.94 |
| 5.12A | Providing, hoisting and fixing above plinth level upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20mm nominal size recycled concrete aggregate (RCA) upto 20%) | Cum | 10,008.48 |
| 5.13 | Providing, hoisting and fixing upto floor five level precast reinforced cement concrete in small lintels not exceeding 1.5 m clear span upto floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 14,134.07 |
| 5.13A | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement:1.5 coarse sand including manufactured sand from Recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%) | Cum | 14,049.44 |
| 5.14 | Providing, hoisting and fixing above plinth level to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement: 3 fine aggregate) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 17,755.73 |
| 5.14A | 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 mortar 1:3 (1 cement: 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement:1.5 coarse sand including manufactured sand from Recycled concrete aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled concrete aggregate (RCA) upto 20%) | Cum | 17,861.47 |
| 5.15 | Providing, transporting, hoisting and fixing above plinth level upto floor five level precast reinforced cement concrete in lintels, beams, and bressumers including setting in cement mortar 1:3 (1 cement: 3 fine aggregate), cost of required centering and shuttering but excluding the cost of reinforcement with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 13,072.27 |
| 5.15A | 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 mortar 1:3 (1 cement: 3 coarse sand), cost of required centering and shuttering but excluding the cost of reinforcement with, 1:1.5:3 (1 cement: 1.5 coarse sand incuding manufactured sand from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%) | Cum | 13,177.98 |
| 5.16 | Providing,transporting, hoisting and fixing upto floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement: 3 fine aggregate), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 18,364.14 |
| 5.16A | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelevs including setting in cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering and shuttering and finishing with neat cement punny on exposed surfaces but excluding the cost of reinforcement with, 1:1.5:3 (1 cement: 1.5 coarse sand incuding manufactured sand from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%) | Cum | 18,469.88 |
| 5.17 | Providing,transporting, hoisting and fixing above plinth level upto floor five level precast reinforced cement concrete in vertical and horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement: 2 fine aggregate), including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 11,411.07 |
| 5.17A | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical and horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement: 2 coarse sand),including the cost of required centering and shuttering but excluding the cost of reinforcement with, 1:1.5:3 (1 cement: 1.5 coarse sand incuding manufactured sand from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%) | Cum | 11,516.78 |
| 5.18.1 | Providing precast cement concrete jali 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine aggregate) etc. complete excluding plastering of the jambs, sills and soffits - 50mm thick | Sqm | 1,888.59 |
| 5.19 | Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement:1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) including centering and shuttering complete but excluding cost of reinforcement | Cum | 15,559.32 |
| 5.19A | Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand incuding manufactured sand from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%) including centering and shuttering complete but excluding cost of reinforcement | Cum | 15,665.05 |
| 5.20 | Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size), including centering and shuttering but excluding cost of expanded metal and hangers | Cum | 9,348.99 |
| 5.20A | Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%), including centering and shuttering but excluding cost of expanded metal and hangers | Cum | 9,454.71 |
| 5.21 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers | Sqm | 656.86 |
| 5.22.1 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Mild steel and Medium Tensile steel bars | KG | 114.36 |
| 5.22.2 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Hard drawn steel wire | KG | 97.94 |
| 5.22.3 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Cold twisted bars | KG | 114.36 |
| 5.22.4 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Hot rolled deformed bars | KG | 114.36 |
| 5.22.5 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Hard drawn steel wire fabric | KG | 125.13 |
| 5.22.6 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars Fe - 500D or more | KG | 114.36 |
| 5.22.8 | Providing anticorrosive treatment to HYSD reinforcement with fusion bonded epoxy coating the rate includes cost of anticorrosive coating including cost of powder, sand blasting, cleaning, induction, heating, depreciation of machinery etc, wastage in cut length of bars, provision of wooden battens between rows of coated bars, cover to work bush pins / bar bending machines etc - for bars of 20mm to 32 mm diametre - conforming to IS 13620 -1993 | Tonne | 13,443.92 |
| 5.22.9 | Providing anticorrosive treatment to HYSD reinforcement with fusion bonded epoxy coating the rate includes cost of anticorrosive coating including cost of powder, sand blasting, cleaning, induction, heating, depreciation of machinery etc, wastage in cut length of bars, provision of wooden battens between rows of coated bars, cover to work bush pins / bar bending machines etc - for bars of 8mm to 16 mm diametre - conforming to IS 13620 -1993 | Tonne | 18,298.67 |
| 5.22.10 | Providing and placing M30 grade cover block for RCC work all levels | Nos | 2.85 |
| 5.23 | Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 fine aggregate) | Sqm | 283.27 |
| 5.24 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1cement: 2 fine aggregate) including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine aggregate in case of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleanig of the same | Sqm | 167.25 |
| 5.25 | Providing and fixing in position copper plate as per design for expansion joints | KG | 359.22 |
| 5.26 | Providing and filling in position, blown bitumen in expansion joints | Cum | 81,673.52 |
| 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 fine aggregate for expansion joints | Cum | 32,534.63 |
| 5.22A.1 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Mild steel and Medium Tensile steel bars | KG | 114.36 |
| 5.22C.1 | Steel reinforcement for R.C.C work ready to use "cut and bend" rebars of approved make from factory / workshop to construction site including placing in position and binding all complete above plinth level - Thermo- mechanically treated bars of grade Fe-500D or more | KG | 103.77 |
| 5.29.1.1 | Providing and fixing sheet covering over expansion joints with iron screws as per design - non- asbestos 6mm thick fibre cement board, type-A, category-III as per IS: 14862 - 2000 - 150mm wide | Metre | 227.00 |
| 5.29.1.2 | Providing and fixing sheet covering over expansion joints with iron screws as per design - non- asbestos fibre cement board 6mm thick as per IS: 14862 - 200 mm wide | Metre | 305.56 |
| 5.30 | Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections | Metre | 76.31 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 9,539.48 |
| 5.33A.1.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for rein forced cement concrete work; using coarse aggregate and fine aggregate and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana / Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge - All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg / cum (Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement) | Cum | 9,461.81 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works upto plinth level - Concrete of M35 grade with minimum cement content of 370 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 9,882.68 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works upto plinth level - Concrete of M50 grade with minimum cement content of 410 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 10,225.87 |
| 5.22A.2 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Hard drawn steel wire | KG | 97.94 |
| 5.29.2.1 | Providing and fixing sheet covering over expansion joints with iron screws as per design - Aluminium fluted strips 3.15mm thick - 150mm wide | Metre | 572.01 |
| 5.29.2.2 | Providing and fixing sheet covering over expansion joints with iron screws as per design - Aluminium fluted strips 3.15mm thick - 200 mm wide | Metre | 706.83 |
| 5.22A.3 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Cold twisted bars | KG | 114.36 |
| 5.29.3.1 | Providing and fixing sheet covering over expansion joints with iron screws as per design - cement bonded wood particle board 6mm thick as per IS: 14276 - 150mm wide | Metre | 222.09 |
| 5.29.3.2 | Providing and fixing sheet covering over expansion joints with iron screws as per design - cement bonded wood particle board 6mm thick as per IS: 14276 - 200 mm wide | Metre | 298.99 |
| 5.32 | Extra for laying reinforced cement concrete in or under foul positions | Cum | 450.27 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works upto plinth level - Concrete of M30 grade with minimum cement content of 350 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 9,711.07 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works upto plinth level - Concrete of M40 grade with minimum cement content of 390 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 10,054.27 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works above plinth level upto floor V level- Concrete of M25 grade with minimum cement content of 330 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 9,923.59 |
| 5.35 | Add for using extra cement in the items of design mix over and above the specified cement content therein | Quintal | 733.52 |
| 5.33A.2.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for rein forced cement concrete work; using coarse aggregate and fine aggregate and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana / Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge - All works above plinth level upto floor V level - Concrete of M25 grade with minimum cement content of 330 kg / cum (Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement) | Cum | 9,845.93 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works above plinth level upto floor V level- Concrete of M30 grade with minimum cement content of 350 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 10,095.19 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works above plinth level upto floor V level- Concrete of M35 grade with minimum cement content of 370 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 10,266.79 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works above plinth level upto floor V level- Concrete of M40 grade with minimum cement content of 390 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 10,438.38 |
| 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,Portand Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelarate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.- all works above plinth level upto floor V level- Concrete of M50 grade with minimum cement content of 410 kg / cum - Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement | Cum | 10,609.98 |
| 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 1:11/2: 3 (1 cement: 11/2 fine aggregate: 3 graded stone aggrgate 10mm nominal size), including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement: 2 fine aggregate), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinfprcement | Cum | 33,088.87 |
| 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 including manufactured sand derived from recycled concrete aggregate (RCA) upto 20%:3 graded stone aggregate 10mm nominal size including recycled concrete aggregate (RCA) upto 20%, including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement:2 fine sand), making necessary holes of required sizes for carrying through services lines etc., providing steel hooks for lifting etc, form work in precasting, handling,hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement | Cum | 45,555.47 |
| 5.38 | Extra for R.C.C / B.M.C / R.M.C work above floor V level for each four floors or part thereof | Cum | 384.11 |
| 5.40.1 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering. Shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability Note:- (1) Cement content considered in this item is @ 330 kg /cum. Excess / less cement used as per design mix is payable / recoverable separately (2) Fly ash conforming to grade I of IS:3812 (part -1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement to be ensured in accordance with clause 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC - All works upto plinth level | Cum | 10,277.11 |
| 5.40.2 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering. Shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability Note:- (1) Cement content considered in this item is @ 330 kg /cum. Excess / less cement used as per design mix is payable / recoverable separately (2) Fly ash conforming to grade I of IS:3812 (part -1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement to be ensured in accordance with clause 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC - All works above plinth and upto floor five level | Cum | 11,881.84 |
| 5.41.1 | Supplying and applying pre tested and approved water based concrete curing compound to concrete / masonry surface, all as per manufacturer 's specification and direction of Engineer-in- charge - Non pigmented wet curing compound | Sqm | 73.74 |
| 5.42.1 | Providing and fixing parallel threaded couplers conforming to IS code on " Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specifications", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-charge - Coupler for 16mm diametre reinforcement bar | Each | 134.24 |
| 5.42.2 | Providing and fixing parallel threaded couplers conforming to IS code on " Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specifications", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-charge - Coupler for 20mm diametre reinforcement bar | Each | 181.33 |
| 5.42.3 | Providing and fixing parallel threaded couplers conforming to IS code on " Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specifications", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-charge- Coupler for 25mm diametre reinforcement bar | Each | 254.15 |
| 5.22A.4 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Hot rolled deformed bars | KG | 114.36 |
| 5.42.4 | Providing and fixing parallel threaded couplers conforming to IS code on " Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specifications", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-charge - Coupler for 28mm diametre reinforcement bar | Each | 355.20 |
| 5.22A.5 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Hard drawn steel wire fabric | KG | 125.13 |
| 5.42.5 | Providing and fixing parallel threaded couplers conforming to IS code on " Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specifications", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-charge - Coupler for 32mm diametre reinforcement bar | Each | 415.43 |
| 5.43.1 | Providing and fixing in position Stainless steel grade 304 plate - 1.0 mm thick as per design for expansion joints - 200 mm wide | Metre | 837.18 |
| 5.43.2 | Providing and fixing in position Stainless steel grade 304 plate - 1.0 mm thick as per design for expansion joints - 300 mm wide | Metre | 1,180.88 |
| 5.44.1 | Providing and fixing of expansion joint system related with floor location as per drawings. The joints system will be of extruded aluminium base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor / floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement with out stress to it's components. System shall consist of metal profiles with an universal aluminium base member designed to accommdate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre- engineered self - centering arrangement that freely rotates / moves in all directions. The self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufacturers design (Material shall confirm to ASTM 6063) - Floor joint of 100mm gap | Metre | 5,794.74 |
| 5.44.2 | Providing and fixing of expansion joint system related with floor location as per drawings. The joints system will be of extruded aluminium base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor / floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement with out stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommdate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre- engineered self - centering arrangement that freely rotates / moves in all directions. The self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufacturers design (Material shall confirm to ASTM 6063) - Floor joint of 150mm gap | Metre | 7,135.25 |
| 5.44.3 | Providing and fixing of expansion joint system related with floor location as per drawings. The joints system will be of extruded aluminium base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor / floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement with out stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommdate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre- engineered self - centering arrangement that freely rotates / moves in all directions. The self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufacturers design (Material shall confirm to ASTM 6063) - Floor joint of 200mm gap | Metre | 9,187.03 |
| 5.45.1 | Providing and fixing of expansion joints system related with wall joint (internal / external) location as per drawings. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall / wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to faclitate movement. (Material shall confirm to ASTM 6063) - Wall Joint of 100mm gap | Metre | 4,798.90 |
| 5.45.2 | Providing and fixing of expansion joints system related with wall joint (internal / external) location as per drawings. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall / wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to faclitate movement. (Material shall confirm to ASTM 6063) - Wall Joint of 150mm gap | Metre | 5,428.07 |
| 5.45.3 | Providing and fixing of expansion joints system related with wall joint (internal / external) location as per drawings. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall / wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to faclitate movement. (Material shall confirm to ASTM 6063) - Wall Joint of 200mm gap | Metre | 6,341.77 |
| 5.46.1 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings. The joints shall be extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof / roof to corner joint cover expansion control system that is capable of accommdating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof tratements. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacture's pre- engineered self- centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit cirucular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexures in all directions including vertical displacement. The joint system shall resists damages or deterioration from the impact of falling ice,exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063. - Roof joint of 100mm gap | Metre | 5,367.97 |
| 5.46.2 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings. The joints shall be extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof / roof to corner joint cover expansion control system that is capable of accommdating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof tratements. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacture's pre- engineered self- centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit cirucular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexures in all directions including vertical displacement. The joint system shall resists damages or deterioration from the impact of falling ice,exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063. - Roof joint of 150 mm gap | Metre | 5,997.13 |
| 5.46.3 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings. The joints shall be extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof / roof to corner joint cover expansion control system that is capable of accommdating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof tratements. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacture's pre- engineered self- centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit cirucular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexures in all directions including vertical displacement. The joint system shall resists damages or deterioration from the impact of falling ice,exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063. - Roof joint of 200mm gap | Metre | 7,195.34 |
| 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 with reinforcement of 3 nos, 6mm dia main bars tied with 3mm M.S.stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S.galvanised sleeves for accomodating 6mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolts etc all complete The frame shall be measured in running meter correct to two places of decimal. - Door frame 125 mm x 60 mm | Metre | 792.81 |
| 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 with reinforcement of 3 nos, 6mm dia main bars tied with 3mm M.S.stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S.galvanised sleeves for accomodating 6mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolts etc all complete The frame shall be measured in running meter correct to two places of decimal. - Door frame 100 mm x 60 mm | Metre | 736.54 |
| 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 with reinforcement of 3 nos, 6mm dia main bars tied with 3mm M.S.stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S.galvanised sleeves for accomodating 6mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolts etc all complete The frame shall be measured in running meter correct to two places of decimal. - Door frame 85 mm x 60 mm | Metre | 707.44 |
| 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 locations with specified grade using Ordinary Portland Cement (conforming to strenghth requirement of IS:8112) including the cost of steel centering and shuttering etc.complete including testing of materials etc. for casting pier & pier cap in one / two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Note:- Cement content considered in this item is 480 kg /cum. Excess /less cement used as per design mix is payable / recoverable separately - Reinforced cement concrete M50 grade | Cum | 7,681.98 |
| 5.48.2 | 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 locations with specified grade using Ordinary Portland Cement (conforming to strenghth requirement of IS:8112) including the cost of steel centering and shuttering etc.complete including testing of materials etc. for casting pier & pier cap in one / two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Note:- Cement content considered in this item is 480 kg /cum. Excess /less cement used as per design mix is payable / recoverable separately - Reinforced cement concrete M60 grade | Cum | 8,934.59 |
| 5.48.3 | 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 locations with specified grade using Ordinary Portland Cement (conforming to strenghth requirement of IS:8112) including the cost of steel centering and shuttering etc.complete including testing of materials etc. for casting pier & pier cap in one / two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Note:- Cement content considered in this item is 480 kg /cum. Excess /less cement used as per design mix is payable / recoverable separately - Extra for using M50/M60 grade self - compacting Reinforced cement concrete | Cum | 649.75 |
| 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 using minimum 400 kg cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS: 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as per direction of Engineer- in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as per direction of Engineer-in-charge, but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as per direction of Engineer-in-charge), However, the actual area of the diaphragm wall, correct to two places of decimal, from design bottom level to the design cut off level (including portion anchored in the rock upto the design bottom level) only shall be measured for payment | Cum | 20,810.47 |
| 5.50.2 | Providing and applying decentering chemical like setrelease on the surfaces of the formwork of any type of centering by diluting the concentrated chemical in the proportion recommended by manufacturer and it should be thoroughly stirred and mixed evently | Sqm | 20.56 |
| 5.22A.6 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Thermo - Mechanically Treated bars Fe - 500D or more | KG | 114.36 |
Other chapters in this schedule
- Earth Work (70)
- Concrete Work (72)
- Brick Work (57)
- Stone Work (50)
- Cladding Work (71)
- Wood and PVC Work (493)
- Steel Work (52)
- Flooring (91)
- Roofing (135)
- Finishing (114)
- Repairs To Buildings (108)
- Dismantling And Demolishing (85)
- Miscellaneous Building Work (25)
- Sanitary Installations (226)
- Water Supply (708)
- Drainage (135)
- Pile Work (31)
- Aluminium Work (41)
- Water Proofing (27)
- Rain Water Harvesting & TubeWells (37)
- Conservation of Heritage Buildings (7)
- Structural Glazing Aluminium Composite Panel (5)
- New Technologies and Materials (196)
- Irrigation (50)
- Water Supply (Public Health) (1012)
- Sewerage (Public Health) (213)
- Miscellaneous (Public Health) (71)
- OHT (Works) (8)
- Subsoil Exploration (7)
- Energy Conservation Building Code (137)
- Site Clearance and Dismantling (44)
- Earth Work, Erosion Control and Drainages (40)
- Granular Sub-base (63)
- Base & Bituminous Construction (26)
- Traffic Signs,Markings & Other Road Appurtenances (41)
- Pipe Culverts (5)
- Maintenance of Roads (13)
- Horticulture (25)
- Foundation (106)
- Substructure (54)
- Superstructure (97)
- River Training and Protection Works (10)
- Repair and Rehabilitation (12)
- PMGSY -Works (25)
Pricing reinforced concrete work against a live tender
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