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Bill of Quantities25 items · CPWD DSR Vol 1 + Vol 2 (2023)
| # | Code | Description | Unit | Qty | Rate (₹) | Amount (₹) |
|---|---|---|---|---|---|---|
| 1 | 2.8.1 | ExcavationEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — All kinds of soil. | Cum | 18.23 | 260.30 | 4,745.27 |
| 2 | 4.1.8 | Pcc BedProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 1.64 | 6,812.00 | 11,171.68 |
| 3 | 5.1.2 | Rcc FootingsProviding and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : — 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | Cum | 5.83 | 9,045.75 | 52,736.72 |
| 4 | 5.9.1 | Shutter FootingsCentering and shuttering including strutting, propping etc. and removal of form for — Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 12.96 | 392.15 | 5,082.26 |
| 5 | 5.2.2 | Rcc ColumnsReinforced 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 reinforcement : — 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 natural sources) | Cum | 3.04 | 10,852.95 | 32,992.97 |
| 6 | 5.9.6 | Shutter ColumnsCentering and shuttering including strutting, propping etc. and removal of form for — Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40.50 | 961.30 | 38,932.65 |
| 7 | 5.2.2 | Rcc Plinth BeamReinforced 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 reinforcement : — 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 natural sources) | Cum | 2.48 | 10,852.95 | 26,915.32 |
| 8 | 5.9.5 | Shutter Plinth BeamCentering and shuttering including strutting, propping etc. and removal of form for — Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 29.88 | 736.40 | 22,003.63 |
| 9 | 5.2.2 | Rcc Tie BeamReinforced 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 reinforcement : — 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 natural sources) | Cum | 1.90 | 10,852.95 | 20,620.61 |
| 10 | 5.9.5 | Shutter Tie BeamCentering and shuttering including strutting, propping etc. and removal of form for — Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 24.84 | 736.40 | 18,292.18 |
| 11 | 5.3 | Rcc Roof SlabReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 natural sources). | Cum | 12.00 | 11,505.50 | 1,38,066.00 |
| 12 | 5.9.3 | Shutter Roof SlabCentering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform | Sqm | 80.00 | 927.25 | 74,180.00 |
| 13 | 5.22.6 | SteelSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2,778.37 | 107.85 | 2,99,647.20 |
| 14 | 6.1.2 | Brick FoundBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: — Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6.21 | 7,132.25 | 44,291.27 |
| 15 | 4.10 | DpcProviding and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | Sqm | 8.28 | 410.85 | 3,401.84 |
| 16 | 6.4.2 | Brick AboveBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : — Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 28.29 | 9,105.95 | 2,57,607.33 |
| 17 | 13.1.2 | Plaster Internal12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand) | Sqm | 168.00 | 333.35 | 56,002.80 |
| 18 | 13.5.2 | Plaster External15 mm cement plaster on rough side of single or half brick wall of mix: — 1:6 (1 cement: 6 coarse sand) | Sqm | 124.20 | 395.35 | 49,102.47 |
| 19 | 13.41.1 | Distemper InternalDistempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : — New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 168.00 | 185.65 | 31,189.20 |
| 20 | 13.46.1 | Paint ExternalFinishing walls with Acrylic Smooth exterior paint of required shade : — New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 124.20 | 160.60 | 19,946.52 |
| 21 | 11.39 | Ceramic Tile FloorProviding and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 80.00 | 1,330.00 | 1,06,400.00 |
| 22 | 9.5.1.1 | Flush DoorsProviding and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) — Second class teak wood — 35 mm thick shutters | Sqm | 7.56 | 4,111.95 | 31,086.34 |
| 23 | 10.31 | Window FramesProviding and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. | Kg | 108.00 | 130.50 | 14,094.00 |
| 24 | 22.6 | Roof WaterproofingProviding and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 80.00 | 688.90 | 55,112.00 |
| 25 | 4.17 | Plinth ProtectionMaking plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 21.60 | 749.30 | 16,184.88 |
| Your inputsBuilding type PHC / Sub-Centre · Plan length 10 m · Plan width 8 m · Floor-to-ceiling height 3 m · External wall thk 230 mm · int. partition walls 2 · Doors 4 · Windows 6 · Plaster + paint + tile flooring | TOTAL | ₹14,29,805 | ||||
12.8.1₹4,745
Excavation
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — All kinds of soil.
24.1.8₹11,172
Pcc Bed
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
35.1.2₹52,737
Rcc Footings
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : — 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
45.9.1₹5,082
Shutter Footings
Centering and shuttering including strutting, propping etc. and removal of form for — Foundations, footings, bases of columns, etc. for mass concrete
55.2.2₹32,993
Rcc Columns
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 reinforcement : — 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 natural sources)
65.9.6₹38,933
Shutter Columns
Centering and shuttering including strutting, propping etc. and removal of form for — Columns, Pillars, Piers, Abutments, Posts and Struts
75.2.2₹26,915
Rcc Plinth Beam
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 reinforcement : — 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 natural sources)
85.9.5₹22,004
Shutter Plinth Beam
Centering and shuttering including strutting, propping etc. and removal of form for — Lintels, beams, plinth beams, girders, bressumers and cantilevers
95.2.2₹20,621
Rcc Tie Beam
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 reinforcement : — 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 natural sources)
105.9.5₹18,292
Shutter Tie Beam
Centering and shuttering including strutting, propping etc. and removal of form for — Lintels, beams, plinth beams, girders, bressumers and cantilevers
115.3₹1,38,066
Rcc Roof Slab
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 natural sources).
125.9.3₹74,180
Shutter Roof Slab
Centering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform
135.22.6₹2,99,647
Steel
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 of grade Fe-500D or more.
146.1.2₹44,291
Brick Found
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: — Cement mortar 1:6 (1 cement : 6 coarse sand)
154.10₹3,402
Dpc
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)
166.4.2₹2,57,607
Brick Above
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : — Cement mortar 1:6 (1 cement : 6 coarse sand)
1713.1.2₹56,003
Plaster Internal
12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand)
1813.5.2₹49,102
Plaster External
15 mm cement plaster on rough side of single or half brick wall of mix: — 1:6 (1 cement: 6 coarse sand)
1913.41.1₹31,189
Distemper Internal
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : — New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
2013.46.1₹19,947
Paint External
Finishing walls with Acrylic Smooth exterior paint of required shade : — New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
2111.39₹1,06,400
Ceramic Tile Floor
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
229.5.1.1₹31,086
Flush Doors
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) — Second class teak wood — 35 mm thick shutters
2310.31₹14,094
Window Frames
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
2422.6₹55,112
Roof Waterproofing
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.
254.17₹16,185
Plinth Protection
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Building type PHC / Sub-Centre · Plan length 10 m · Plan width 8 m · Floor-to-ceiling height 3 m · External wall thk 230 mm · int. partition walls 2 · Doors 4 · Windows 6 · Plaster + paint + tile flooring
Estimated total
₹14,29,805
Notes & assumptions
- Standard sizes (override length/width on form if site varies): PHC ~10×6 m (~60 m²); Anganwadi ~7×5.5 m (~38 m²); Primary School (1 classroom) ~8×6 m + verandah; Panchayat Bhawan ~10×7.5 m. The Builder defaults to 10×8 m (PHC-like).
- Building is single-storey RCC framed: isolated footings + 300×300 mm columns + plinth beam + tie beam at lintel + 150 mm roof slab. Wall infill is 230 mm brick.
- Steel reinforcement uses 110 kg/m³ of total RCC — typical for low-rise buildings (light-to-moderate loading). For multi-storey, push to 150-180 kg/m³.
- Number of columns auto-derived as ceil(perimeter / 4 m) — gives 4 m c/c column spacing. For 10×8 m building: 4 + 4 + 2 + 2 = ceil(36/4) = 9 columns (4 corners + 5 along perimeter).
- Internal walls are 115 mm (half-brick) partition walls between rooms. Default 2 partitions for a 3-room layout. Increase for more rooms.
- Roof waterproofing (DSR 22.6 at ₹689/m²) is mandatory for any flat RCC roof in India — prevents seepage + protects steel. Use polymer modified bitumen membrane or cementatious crystalline coat.
- Excludes: electrical wiring + fittings + DB + meter board (separate vendor, ~₹100-200/sqft); plumbing for toilet + wash basin + water connection (separate, ~₹40-60/sqft); furniture (chairs, tables, beds, almirahs); ramp + railings for accessibility (mandatory per Harmonised Guidelines); compound wall (use [Compound Wall](/boq/compound-wall) template); water tank + pump set; lightning protection rod; signage + flag pole; landscape + garden + plantation.
**Public buildings** (PHC, CHC, School, Anganwadi, Panchayat Bhawan, Government Sub-Centre, Health Sub-Centre) are the **single largest tender category** in real rural-civil tender data — 23% of all tenders in our Jharkhand BidEasy sample (271 of 1,210). The CPWD / NBC 2016 + IS 456 + IS 1893 standard for these is a **single-storey RCC framed structure** with isolated footings + columns + tie beams + roof slab + brick infill walls + finishes + minimal sanitary fittings. This BOQ Builder generates the complete cost per CPWD DSR 2023 for any plan-dimension + room-count configuration.
Standard sizes for each public building type
**PHC / Sub-Centre** (Indian Public Health Standards 2022): outpatient room + nursing room + waiting + bathroom — typically 10 × 6 m (~60 m²). Drug storage + RO water + IFA examination — separate small annexe (not in this template). **Anganwadi** (ICDS guidelines): classroom + kitchen + toilet — typically 7 × 5.5 m (~38 m²). Outdoor play area separate. **Primary School (1 classroom)** (Swachh Vidyalaya + RTE): classroom + verandah + 2 toilet cubicles — typically 8 × 6 m + 2 × 6 m verandah. **Panchayat Bhawan** (Gram Panchayat Capacity Building Scheme): meeting hall + secretary's office + record room + 1 toilet — typically 10 × 7.5 m (~75 m²). Each has architectural-typology drawings published by the respective ministry — this Builder gives the structural BOQ, not the room-layout.
Why a single-storey RCC frame instead of load-bearing brick
For a public-building plan area > 35 m² + 1 storey, RCC frame is faster + more seismic-resistant + allows future addition of a first floor. **Load-bearing brick** (no columns, walls carry the roof load directly): cheaper for very small structures < 25 m² + only single-storey forever. Cracks easily in seismic zones IV-V. Not preferred for institutional / government buildings. **RCC frame** (this Builder): isolated footings + 300×300 mm columns + tie beams + slab. Slightly more expensive (~15-20%) but seismically safe, allows for vertical extension, longer lifespan. NBC 2016 + IS 1893 + IS 13920 prescribe RCC frames for all public buildings in zones IV-V; preferred in zones II-III too.
Frequently asked questions
For default 10 × 6 m × 3.0 m height PHC with finishes + doors + windows: approximately **₹15-19 lakh** at CPWD DSR 2023 rates. State PWD rates run 8-15% below DSR. Add ~25% for electrical + plumbing + furniture + accessibility ramp + compound wall — fully-operational PHC ~₹22-28 lakh. Indian Public Health Standards 2022 typical PHC budget allocation: ₹20-30 lakh per building.
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Disclaimer: Rates sourced from CPWD DSR Vol 1 + Vol 2 (2023). Indicative for estimation only — actual tender quotations are governed by market forces, locality factors and current input prices. Quantities follow IS 1200 measurement. Always verify with a local quote before finalising. © InfraLens — infralens.in