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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 | 44.92 | 260.30 | 11,692.68 |
| 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 | 3.38 | 6,812.00 | 23,024.56 |
| 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 | 13.67 | 9,045.75 | 1,23,655.40 |
| 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 | 27.34 | 392.15 | 10,721.38 |
| 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 | 5.67 | 10,852.95 | 61,536.23 |
| 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 | 75.60 | 961.30 | 72,674.28 |
| 7 | 5.2.2 | Rcc BeamsReinforced 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 | 6.79 | 10,852.95 | 73,691.53 |
| 8 | 5.9.5 | Shutter BeamsCentering and shuttering including strutting, propping etc. and removal of form for — Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 24.51 | 736.40 | 18,049.16 |
| 9 | 5.3 | Rcc SlabsReinforced 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 | 28.46 | 11,505.50 | 3,27,446.53 |
| 10 | 5.9.3 | Shutter SlabsCentering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform | Sqm | 189.76 | 927.25 | 1,75,954.96 |
| 11 | 5.3 | Rcc RampReinforced 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 | 1.03 | 11,505.50 | 11,850.67 |
| 12 | 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 | 7,097.35 | 107.85 | 7,65,449.20 |
| 13 | 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 | 9.61 | 7,132.25 | 68,540.92 |
| 14 | 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 | 12.82 | 410.85 | 5,267.10 |
| 15 | 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 | 57.85 | 9,105.95 | 5,26,779.21 |
| 16 | 13.1.2 | Plaster Internal12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand) | Sqm | 828.11 | 333.35 | 2,76,050.47 |
| 17 | 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 | 208.95 | 395.35 | 82,608.38 |
| 18 | 13.46.1 | Antimicrobial PaintFinishing 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 | 828.11 | 160.60 | 1,32,994.47 |
| 19 | 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 | 208.95 | 160.60 | 33,557.37 |
| 20 | 11.39 | Vitrified TileProviding 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 | 171.76 | 1,330.00 | 2,28,440.80 |
| 21 | 22.18 | Epoxy Floor Minor Ot[item not found: 22.18] | — | 18.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:22.18 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 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 | 28.35 | 4,111.95 | 1,16,573.78 |
| 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 | 220.00 | 130.50 | 28,710.00 |
| 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 | 189.76 | 688.90 | 1,30,725.66 |
| 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 | 33.43 | 749.30 | 25,049.10 |
| Your inputsFacility type PHC · clinical rooms 8 · Average room depth 4.5 m · Average room width 4 m · Central corridor width 2.4 m · Floor-to-ceiling height 3.3 m · Floors above ground G only · Toilet blocks 2 · Main entrance ramp · Minor operation theatre · Plaster + antimicrobial paint + vitrified flooring | TOTAL | ₹33,31,044 | ||||
12.8.1₹11,693
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₹23,025
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₹1,23,655
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₹10,721
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₹61,536
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₹72,674
Shutter Columns
Centering and shuttering including strutting, propping etc. and removal of form for — Columns, Pillars, Piers, Abutments, Posts and Struts
75.2.2₹73,692
Rcc Beams
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₹18,049
Shutter Beams
Centering and shuttering including strutting, propping etc. and removal of form for — Lintels, beams, plinth beams, girders, bressumers and cantilevers
95.3₹3,27,447
Rcc Slabs
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).
105.9.3₹1,75,955
Shutter Slabs
Centering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform
115.3₹11,851
Rcc Ramp
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).
125.22.6₹7,65,449
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.
136.1.2₹68,541
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)
144.10₹5,267
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)
156.4.2₹5,26,779
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)
1613.1.2₹2,76,050
Plaster Internal
12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand)
1713.5.2₹82,608
Plaster External
15 mm cement plaster on rough side of single or half brick wall of mix: — 1:6 (1 cement: 6 coarse sand)
1813.46.1₹1,32,994
Antimicrobial Paint
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)
1913.46.1₹33,557
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)
2011.39₹2,28,441
Vitrified Tile
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.
2122.18₹0
Epoxy Floor Minor Ot
[item not found: 22.18]
⚠ SOR item dsr_vol2_2023:22.18 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
229.5.1.1₹1,16,574
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₹28,710
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₹1,30,726
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₹25,049
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.
Facility type PHC · clinical rooms 8 · Average room depth 4.5 m · Average room width 4 m · Central corridor width 2.4 m · Floor-to-ceiling height 3.3 m · Floors above ground G only · Toilet blocks 2 · Main entrance ramp · Minor operation theatre · Plaster + antimicrobial paint + vitrified flooring
Estimated total
₹33,31,044
Notes & assumptions
- **Facility type** matches IPHS norms: **Sub-Centre** = 80 m² (1 ANM + part-time MO, basic outreach); **PHC** = 250-300 m² (1-3 MO + nurse + lab + 6 beds, 24×7 emergency); **CHC** = 600-1,200 m² G+1 (4-6 MO + specialists + 30 beds + Minor OT + Lab + Pharmacy + X-Ray). Default: PHC with 8 rooms.
- **Corridor width ≥ 1.8 m** per IPHS (stretcher + 2 attendants pass simultaneously). 2.4 m default gives comfort margin for trolleys / wheelchairs / equipment carts.
- **Floor-to-ceiling height ≥ 3.0 m** per NBC 2016 Part 4 Group I-2 (hospitals) for air circulation + IV-stand clearance. 3.3 m default is the IPHS-recommended standard.
- **Accessibility ramp** at main entrance mandatory per Harmonised Guidelines + Space Standards 2016 + RPwD Act 2016. Slope 1:12 (8.33 %) with 1.2 m wide ramp + handrail both sides + 1.5 m landing at top + bottom + every 9 m run. Tactile + non-slip surface.
- **Toilet blocks** sized per IPHS: each block = 1 male WC + 1 female WC + 1 accessible WC + wash basins. Min 1 block per 25 beds + 1 per floor. PHC default: 2 blocks. CHC: 4-6 blocks. Use [Multi-Seat Toilet Block](/boq/toilet-block) for detailed BOQ of the toilet block itself.
- **Minor OT (Operation Theatre)**: epoxy-flooring (anti-static, washable, jointless), antimicrobial wall paint, ceiling-mounted OT lamp, autoclave-friendly steel furniture. Dimensions ~3.5 × 5 m typical for minor procedures. Major OT (separate room with airlock + scrub area + recovery) is NOT included; needs specialised template.
- **Cost target** for default PHC (8 rooms, ~250 m²) with corridor + 2 toilets + ramp + minor OT: approximately **₹35-45 lakh** per CPWD DSR 2023 civil shell. IPHS sanctioned unit cost for PHC building: ₹85 lakh (covers civil + equipment + furniture + IPHS upgrade). CHC (G+1, ~600 m²): ₹85L civil per DSR vs ₹2 Cr IPHS sanctioned.
- **Excludes**: medical equipment per IPHS (₹15-30L for PHC, ₹50L-1Cr for CHC: BP machines, ECG, autoclave, OT light, X-Ray, lab equipment, fridge for vaccines), beds + mattresses + drug trolleys (₹3-6L for 6-bed PHC), pharmacy shelving + IT setup + furniture (₹3-5L), plumbing for medical-grade water + waste segregation (₹2-4L), oxygen pipeline + suction lines (₹5-10L for CHC), generator / UPS backup (₹3-8L), boundary wall + gate + ambulance access (use [Boundary Wall](/boq/boundary-wall)), water tank + RO + chlorinator (₹1.5-3L), incinerator / autoclave for bio-medical waste (₹2-4L).
The **Hospital / PHC Building (multi-room + central corridor)** is the workhorse health facility — every district has 50+ Sub-Centres, 8-15 PHCs (Primary Health Centres), and 1-3 CHCs (Community Health Centres). Per **Indian Public Health Standards (IPHS) + NBC 2016 Part 4 Group I-2 + Harmonised Accessibility Guidelines 2016**, the layout is multi-room rectangular block with central corridor (≥ 1.8 m wide), consultation rooms + minor OT + observation ward + lab + pharmacy + reception on both sides, accessibility ramp at main entrance, multiple toilet blocks (each with male + female + accessible WC), anti-bacterial vitrified flooring, antimicrobial paint. RCC framed single-storey (PHC) or G+1 (CHC). This Builder generates the complete BOQ from your dimensions; defaults to PHC (~250 m², 8 rooms).
IPHS norms — Sub-Centre vs PHC vs CHC
**Sub-Centre** is the most peripheral health facility, covering 5,000 (plains) / 3,000 (hill / tribal) population — 1 ANM (Auxiliary Nurse Midwife) full-time + part-time MO. Building: 80 m², 4 rooms (consultation + delivery + dispensing + outreach). **PHC (Primary Health Centre)** covers 30,000 (plains) / 20,000 (hills) population — 1-3 medical officers + nurse + lab tech, 6-bed indoor + 24×7 emergency + delivery + immunisation. Building: 250-300 m², 8-10 rooms. **CHC (Community Health Centre)** is the first referral unit covering 1.20 lakh (plains) / 80k (hills) — 4-6 specialists (Gen Med + Surgery + OBG + Paeds + Anaesth + Dental + AYUSH), 30-bed indoor + Minor OT + Lab + Pharmacy + X-Ray. Building: 600-1,200 m² G+1, often a small campus with separate quarters.
Why central corridor + IPHS accessibility specs
**Central corridor layout** (rooms on both sides of a central walkway) is universal in Indian PHCs/CHCs because it: (1) provides shortest patient-flow path (entrance → reception → consultation → lab → pharmacy → exit); (2) allows easy supervision from a central station; (3) maximises perimeter wall for natural ventilation + lighting in each room; (4) keeps service ducts (water + power + medical gas) routed along one ceiling plane. **Accessibility specs** mandatory per RPwD Act 2016: (a) main entrance ramp slope ≤ 1:12 with both-side handrails 850-900 mm height; (b) at least one accessible WC per toilet block with 1.5 m × 1.7 m clear space + grab-rails; (c) tactile flooring tiles at directional changes for the visually impaired; (d) signage at 1.5 m height with Braille; (e) door widths ≥ 900 mm for wheelchair pass; (f) corridor turns with 1.5 m clear circle. These are non-negotiable for any new construction post 2016.
Frequently asked questions
**CPWD DSR 2023 civil shell** for default PHC (250 m², 8 rooms + corridor + 2 toilets + ramp + minor OT): **₹35-45 lakh** (excluding GST + contractor profit). **IPHS sanctioned unit cost** for PHC: ₹85 lakh — covers civil + medical equipment + furniture + drugs + initial training. State-PWD rates run 10-15 % below DSR; some states (Odisha, Bihar) build PHCs at ~₹30-38 lakh civil shell. CHC G+1 (600 m²): ₹85L-1.1Cr civil vs ₹2Cr IPHS sanctioned.
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