Arunachal Pradesh SOR 2023
RCC Work rates
53 rcc work items from the Arunachal Pradesh PWD, effective 2024-12-30.
RCC Work rates in the Arunachal Pradesh Building Schedule of Rates 2023 run from ₹48.70 to ₹91,706.80. Transcribed from Arunachal Pradesh PWD — APSR 2023, Schedule of Rates for Building Works and Services (zero lead based, excluding carriage cost), published under the authority of the Chief Engineer (CSQ), PWD Arunachal Pradesh, Itanagar; issued on the department's Schedule of Rates page 30 December 2024. Reference only — verify against the official source before pricing a bid.
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53 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 5.1(a) | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement inM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 8,848.90 |
| 5.2(a) | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement inM20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) | Cum | 9,910.20 |
| 5.3(a) | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement inM20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size) | Cum | 8,945.80 |
| 5.3(b) | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement inM20 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) | Cum | 8,092.40 |
| 5.4 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 10,535.10 |
| 5.5 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 15,029.20 |
| 5.6(a) | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcementM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 10,379.70 |
| 5.7(a) | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcementM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 10,510.90 |
| 5.8 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 11,949.90 |
| 5.10 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding the 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with M20 (1 cement : 1.5 fine sand : 3 stone aggregate 12.5 mm nominal size) | Cum | 16,554.00 |
| 5.11 | Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 8,848.90 |
| 5.12(a) | Centring and shuttering including strutting, propping etc and removal of form work forFoundation, footings, bases of columns etc. and mass concrete | Sqm | 471.80 |
| 5.12(b) | Centring and shuttering including strutting, propping etc and removal of form work forWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | Sqm | 671.00 |
| 5.12(c) | Centring and shuttering including strutting, propping etc and removal of form work forSuspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height) | Sqm | 1,036.40 |
| 5.12(d) | Centring and shuttering including strutting, propping etc and removal of form work forLintels, beams, girders, bressumers and cantilevers etc | Sqm | 623.20 |
| 5.12(e) | Centring and shuttering including strutting, propping etc and removal of form work forColumn, pillars, posts and struts etc | Sqm | 817.50 |
| 5.12(f) | Centring and shuttering including strutting, propping etc and removal of form work forStairs (excluding landings) except spiral stair cases | Sqm | 674.80 |
| 5.12(g) | Centring and shuttering including strutting, propping etc and removal of form work forVertical and horizontal fins individually or forming box louvers bands and facias | Sqm | 980.50 |
| 5.14 | Providing and laying up to floor two level reinforced cement concrete in kerbs, steps and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give smooth and even surface including centring and shuttering etc but excluding cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 13,524.70 |
| 5.15 | Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including centering and shuttering etc but excluding cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 17,476.00 |
| 5.16 | Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in shelves including finishing and plastering with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm on exposed surfaces to give a smooth and even surface including shuttering etc but excluding cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 12.50 mm nominal size) | Cum | 52,179.70 |
| 5.17 | Providing, hoisting and fixing up to floor two level pre-cast reinforced cement concrete in vertical and horizontal fins individually or forming box louvers and bands including finishing and plastering with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm on exposed surface to give a smooth and even surface, centering and shuttering and shetting in position with cement mortar 1 : 2 (1 cement : 2 fine sand) etc but excluding cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | Cum | 20,288.30 |
| 5.18(a) | Providing precast cement concrete jali M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire including, roughening, cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand) etc complete upto floor two level excluding plastering of the jams, sills and soffits50 mm thick | Sqm | 1,242.50 |
| 5.18(b) | Providing precast cement concrete jali M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire including, roughening, cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand) etc complete upto floor two level excluding plastering of the jams, sills and soffits40 mm thick | Sqm | 981.60 |
| 5.18(c) | Providing precast cement concrete jali M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire including, roughening, cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand) etc complete upto floor two level excluding plastering of the jams, sills and soffits25 mm thick | Sqm | 930.50 |
| 5.19(a) | Reinforcement of RCC work including bending, binding and placing in position completeMild steel | KG | 108.90 |
| 5.19(b) | Reinforcement of RCC work including bending, binding and placing in position completeTar/TMT steel | KG | 108.90 |
| 5.21 | Deduct for omitting RCC work smooth finishing of the exposed surfaces with 6 mm cement mortar 1:3 (1 cement : 3 fine sand) | Sqm | 172.10 |
| 5.22 | Providing and fixing in position copper plate 1.6 mm thick as per design for expansion joints (3 m length, 250 mm width, 1.6 mm thick) | KG | 1,518.70 |
| 5.23 | Providing reinforced cement concrete eaves board 25 mm thick and 15 cm to 30 cm wide in 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) up to floor two level including finishing and plastering with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm on exposed surfaces to give smooth and even surface, centring and shuttering but excluding cost of reinforcement | Cum | 91,706.80 |
| 5.26 | Providing and fixing 6 mm thick 15 cm wide asbestos sheet covering over expansion joints as per design | Metre | 134.60 |
| 5.29(a) | Reinforced cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal gauge) including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering and reinforcement inSpiral staircases including landings etc. up to floor two level | Cum | 16,617.40 |
| 5.29(b) | Reinforced cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal gauge) including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering and reinforcement inArches up to floor two level | Cum | 9,909.00 |
| 5.29(c) | Reinforced cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal gauge) including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering and reinforcement inDomes, vaults and shell roofs up to floor two level | Cum | 10,113.80 |
| 5.29(d) | Reinforced cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal gauge) including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering and reinforcement inChimneys and shafts up to floor two level | Cum | 10,007.40 |
| 5.30(a) | Centring and shuttering including strutting, propping etc. and removal of form work forSpiral staircases including landings | Sqm | 661.40 |
| 5.30(b) | Centring and shuttering including strutting, propping etc. and removal of form work forArches up to 6 mtr span | Sqm | 1,829.40 |
| 5.30(c) | Centring and shuttering including strutting, propping etc. and removal of form work forDomes, vaults and shell roofs | Sqm | 4,417.40 |
| 5.30(d) | Centring and shuttering including strutting, propping etc. and removal of form work forChimneys and shafts | Sqm | 671.00 |
| 5.32 | Encasing rolled steel sections in beams and columns, with cement concrete 1 : 2 : 4 (1 cement : 2 river sand : 4 stone aggregate 12.50 mm nominal gauge) including finishing and plastering with cement mortar 1 : 3 (1 Cement : 3 river Sand) of thickness not exceeding 6 mm on the exposed surfaces to give a smooth and even surface upto floor two level including centring and shuttering complete but excluding cost of reinforcement | Cum | 16,704.20 |
| 5.33 | Encasing rolled steel sections in grillages with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size) up to first floor level including centring and shuttering but excluding cost of expanded metal and hangers | Cum | 9,692.30 |
| 5.34 | Extra for providing and fixing expanded metal mesh of size 20 x 60 mm and strands 3 mm wide 1.60 mm thick weighing 3.464 Kg per Sq.m. for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers | Cum | 553.80 |
| 5.36 | Extra for rendering smooth the top of the suspended floors, landings and stair cases (treads and risers) with cement mortar 1 : 2 (1 cement : 2 coarse sand) including a floating coat of neat cement and protecting the surface with a layer of 7.50 cm of earth laid over 15 mm of fine sand in case of suspended floors and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same | Sqm | 115.30 |
| 5.37 | Applying cement slurry on RCC slabs or cement concrete work using 2.75 Kg of cement per Sq.m. for receiving cement concrete floor including roughening, cleaning etc complete | Sqm | 48.70 |
| 5.39 | Providing and fixing in position GI sheet 24, BG as per design for expansion joints (3 m long, 250 mm width) | Sqm | 416.60 |
| 5.40(a) | Reinforced cement concrete work in arches, archribs,domes,vaults,shells, folded plate and roofs having slope more than 15° upto floor five level,excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3(1 cement :1.5 coarse sand derived from natural sources:3 graded stone aggregate 20 mm nominal size derived from naturals sources)Details of cost for 26.73 cum for semicircular arch 6m clear span and 9m long and 30cm thick. Cement concrete 1:1.5:3=1x0.50x3.14x6.30x9.00x0.30=26.73cum | Cum | 11,952.20 |
| 5.41(a) | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | Cum | 14,346.10 |
| 5.42 | 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 derived from natural sources:3 graded stone aggregate 20 mm nominal size derived from naturals sources) | Cum | 14,494.70 |
| 5.43 | 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 natural sources:3 graded stone aggregate 20 mm nominal size derived from naturals sources) | Cum | 9,172.00 |
| 5.44(a) | Centering and shuttering including strutting, propping etc. and removal of form forWell steining | Cum | 325.30 |
| 5.45(b) | 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 sources,portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting of concret,to improve durability and workability without imparing strenght:including pumping of concrete to site of laying,curing,carriage for all leads:but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete. shall be payable separately. In case the cement content in design mix is more then 110% of the specified the minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost os extra cement. All work upto plint levelConcrete of M30 grade with minimum cement content of 350kg/cum | Cum | 9,781.60 |
| 5.45(c) | 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 sources,portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting of concret,to improve durability and workability without imparing strenght:including pumping of concrete to site of laying,curing,carriage for all leads:but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete. shall be payable separately. In case the cement content in design mix is more then 110% of the specified the minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost os extra cement. All work upto plint levelConcrete of M35 grade with minimum cement content of 370kg/cum All work above plinth level upto V level | Cum | 10,031.50 |
| 5.45(e) | 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 sources,portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting of concret,to improve durability and workability without imparing strenght:including pumping of concrete to site of laying,curing,carriage for all leads:but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete. shall be payable separately. In case the cement content in design mix is more then 110% of the specified the minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost os extra cement. All work upto plint levelConcrete of M25 grade with minimum cement content of 350kg/cum | Cum | 10,856.40 |
Other chapters in this schedule
- Temporary Item (19)
- Earth Work (33)
- Mortar (16)
- Concrete Work (49)
- Brick Work (21)
- Stone Work (23)
- Walling (10)
- Wood Work (88)
- Steel Work (34)
- Flooring (97)
- Roofing (85)
- Finishing (102)
- Repair of Buildings (26)
- Dismantling (43)
- Miscellaneous (57)
- Drainage (21)
- Water Supply (118)
- Sanitary Installation (70)
- Aluminium Work (25)
- PVC & uPVC Work (12)
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