Tripura SOR 2023
Reinforced Cement Concrete rates
60 reinforced cement concrete items from the Tripura PWD (R&B and Buildings), effective 2023-04-01.
Reinforced Cement Concrete rates in the Tripura Building Schedule of Rates 2023 run from ₹48.70 to ₹92,847.80. Transcribed from Tripura PWD — SoR 2023: Building Works, basic rates as on or just before 01.04.2023. Reference only — verify against the official source before pricing a bid.
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60 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 5.1.1 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) | Cum | 14,075.60 |
| 5.1.2 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 12,073.80 |
| 5.1.3 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 11,693.50 |
| 5.1.4 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 11,080.40 |
| 5.2.1 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) 1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone | Cum | 15,502.20 |
| 5.2.3 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 12,925.60 |
| 5.2.4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 10,461.40 |
| 5.3.1 | Reinforced cement concrete work in beams, suspended ° floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) | Cum | 15,780.90 |
| 5.3.2 | Reinforced cement concrete work in beams, suspended ° floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 13,584.50 |
| 5.3.3 | Reinforced cement concrete work in beams, suspended ° floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 13,204.30 |
| 5.3.4 | Reinforced cement concrete work in beams, suspended ° floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 12,591.10 |
| 5.4.1 | Providing and laying upto floor five level reinforced cement concrete work in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) | Cum | 15,418.60 |
| 5.4.2 | Providing and laying upto floor five level reinforced cement concrete work in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 13,222.20 |
| 5.4.3 | Providing and laying upto floor five level reinforced cement concrete work in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 12,842.00 |
| 5.4.4 | Providing and laying upto floor five level reinforced cement concrete work in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 12,228.80 |
| 5.5.1 | 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, shuttering, finishing and reinforcement, with1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) | Cum | 16,184.60 |
| 5.5.2 | 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, shuttering, finishing and reinforcement, with1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 13,988.20 |
| 5.5.3 | 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, shuttering, finishing and reinforcement, with1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 13,608.00 |
| 5.5.4 | 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, shuttering, finishing and reinforcement, with1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 12,994.90 |
| 5.6.1 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) | Cum | 15,646.80 |
| 5.6.2 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 13,450.40 |
| 5.6.3 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 13,070.20 |
| 5.6.4 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 12,457.10 |
| 5.7.1 | 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 centering, shuttering, finishing and reinforcement with1:1:2 ( 1 Cement: 1 fine sand: 2 graded stone aggregate 20 mm nominal size) | Cum | 15,674.60 |
| 5.7.2 | 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 centering, shuttering, finishing and reinforcement with1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 13,478.20 |
| 5.7.3 | 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 centering, shuttering, finishing and reinforcement with1:2:4 ( 1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) | Cum | 13,098.00 |
| 5.7.4 | 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 centering, shuttering, finishing and reinforcement with1:2:4 ( 1 Cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) | Cum | 12,484.90 |
| 5.8 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank Foundations, footings, bases for columns etc. for mass concrete with steel formwork | Sqm | 333.90 |
| 5.8.2 | R.C.C. Cast-in-situ Shelves | Sqm | 338.30 |
| 5.8.3 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply Suspended floors, roofs, landings, balconies and access platform with timber planks Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters Circular Columns with ply shutters Stairs (excluding landings) except spiral-staircases with wooden plank Spiral staircases (including landing) - cast-in-situ with ply | Sqm | 496.10 |
| 5.8.8 | Arches upto 6 m span | Sqm | 898.50 |
| 5.8.9 | Domes upto 6 m span R.C.C.Chimneys and shafts Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. Edges of slabs and breaks in floors and walls under 20 cm. wide Edges of slabs and breaks in floors and walls above 20 cm. wide Weather shade, Chajjas, corbels etc., including edges. Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. Cornices and mouldings | Sqm | 1,099.00 |
| 5.10 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 267.40 |
| 5.11 | Encasing rolled steel sections, in beams and columns, with cement concrete including centring and shuttering complete but excluding cost of reinforcement. 1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 18,990.90 |
| 5.12 | Encasing rolled steel section in grillages with cement concrete including centring and shuttering but excluding cost of expanded metal and hangers. 1:1½:3 ( 1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 12,710.70 |
| 5.13 | Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg. per sqm. for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers | Sqm | 515.40 |
| 5.14 | 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 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 sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 16,954.40 |
| 5.15 | 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 fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 17,898.30 |
| 5.16 | Providing, 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 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 22,991.40 |
| 5.17 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement: 2 coarse sand), including the cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size) | Cum | 14,263.50 |
| 5.18 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement: 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits 50 mm thick 40 mm thick 25 mm thick | Sqm | 1,481.90 |
| 5.19 | 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. Hard drawn steel wire Hard drawn steel wire fabric Thermo-Mechanically Treated bars of grade Fe-500D or more | KG | 100.70 |
| 5.20 | 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. Hard drawn steel wire Hard drawn steel wire fabric Thermo-Mechanically Treated bars of grade Fe-500D or more Note: Item 5.19 & 5.20 -Wastage and unauthorised overlaps shall not be paid for. Annealed steel wire required for binding or tack welding shall not be measured, its cost being included in the rate of reinforcement. Whereever tack welding is used in lieu of binding, such welds shall not be measured. Chairs, separators etc. shall be provided as directed by Engineer-in-Charge and measured seperately and paid for. 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 upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 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 | 100.70 |
| 5.21 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. Note: The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to the centre of gravity of the RCC under sub-soil water with the quantity of RCC in cubic meter executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m and 0.05m shall be taken as 0.1m and less than 0.05m ignored. No extra payment shall be made for placing reinforcement or centering and shuttering under sub-soil water conditions. [unit of measuement = per cum per meter depth] Reinforced cement concrete for R.C.C. footing Reinforced cement concrete for R.C.C. Column | Metre | 3,123.30 |
| 5.22 | Extra for laying reinforced cement concrete in or under foul positions | Cum | 249.80 |
| 5.23 | Smooth finishing of the exposed surface of R.C.C. work with 6mm thick cement mortar 1:3 (1 Cement: 3 fine sand) | Sqm | 245.00 |
| 5.24 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections | Metre | 48.70 |
| 5.25 | Providing and fixing Galvanized chicken mesh (24 guage, 12 mm size) properly stretched and nailed ensuring equal thickness of plaster at junction of masonry work and concrete members | Sqm | 117.80 |
| 5.26 | Providing and fixing in position copper plate as per design for expansion joints | KG | 1,257.60 |
| 5.27 | Providing and filling in position, blown bitumen in expansion joints | Cum | 92,847.80 |
| 5.28 | 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 sand for expansion joints | Cum | 29,084.50 |
| 5.30 | Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour /shade of wall treatment. Non-asbestos fibre cement board 6 mm thick as per IS: 14862 [150mm wide] Non-asbestos fibre cement board 6 mm thick as per IS: 14862 [200mm wide] Aluminium fluted strips 3.15mm thick: 150 mm wide Aluminium fluted strips 3.15mm thick: 200 mm wide | Metre | 210.20 |
| 5.31 | Providing and fixing in position Stainless steel Grade 304 plate- 1.0 mm thick as per design for expansion joints. 200 mm wide 300 mm wide | Metre | 816.10 |
| 5.32 | Providing and fixing tapered / parallel threaded couplers conforing to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement- Specification", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer-in-Charge. (the length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made). Coupler for 16 mm diametre reinforcement bar Coupler for 20 mm diametre reinforcement bar Coupler for 25 mm diametre reinforcement bar Coupler for 28 mm diametre reinforcement bar Coupler for 32 mm diametre reinforcement bar | Each | 153.20 |
| 5.33 | Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note:- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level Reinforced cement concrete grade M-25 using 418 kg of cement per cum All works upto Floor five level Reinforced cement concrete grade M-25 using 418 kg of cement per cum | Cum | 11,911.00 |
| 5.34 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note:- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level Reinforced cement concrete grade M-25 using 418 kg of cement per cum All works upto Floor five level Reinforced cement concrete grade M-25 using 418 kg of cement per cum | Cum | 12,866.30 |
| 5.35 | Providing and laying in position ready mixed concrete 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 RMC from transit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note:- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level Reinforced cement concrete grade M-25 using 418 kg of cement per cum All works upto Floor five level Reinforced cement concrete grade M-25 using 418 kg of cement per cum | Cum | 13,520.70 |
| 5.36 | Extra for providing richer mixes at all floor levels. Providing M-30 grade of concrete instead of M-25 grade of concrete B.M.C/R.M.C Providing M-35 grade of concrete instead of M-25 grade of concrete B.M.C/R.M.C | Cum | 203.10 |
| 5.37 | Add for using extra cement or deduct for using less cement in the items of design mix over and above the specified cement content therein | Quintal | 985.60 |
| 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. Hire charges of Pump set of capacity 4000 litres/hour. Mobile crane. Beldar Bhisti/ Waterman Carpenter 2nd class Coolie Foreman Mason (brick layer) 1st class Mason (brick layer) 2nd class Mate Carriage: Bricks 1000 Carriage: Diesel Carriage: Steel Carriage: Bitumen felt Diesel oil Steel Flats up to 10 mm in thickness Mild steel round bar 12 mm dia and below Brick (1st class) 1000 Brick (2nd class) 1000 Bitumen felt:Type 3 grade 1 Gypsum panel 666 X 500 X 100 mm size. Bonding plaster for Gypsum panel. Autoclaved areated cement (AAC) blocks Polymer modified adhesive mortar Flyash based Brick (minimum compressive strength 90 kg/Sqcm) 6mm thick fiber cement board Type A (heavy duty) conforming IS: 14862 9mm thick fiber cement board Type A (heavy duty) conforming IS: 14862 | Cum | 369.90 |
Other chapters in this schedule
- Earth Work (27)
- Mortars (10)
- Cement Concrete (34)
- Brick Work (79)
- Cladding Work (38)
- Wood & PVC Work (291)
- Steel Work (43)
- Finishing Work (80)
- Repairs to Building (74)
- Dismantling & Demolishing (33)
- Aluminium Work & Structural Glazing (9)
- Water Proofing & Rehabilitation Work (9)
- Sanitary Installations (9)
- Water Supply (315)
- Sewage & Drainage (37)
- Bamboo & Thatch Roofing Work (22)
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