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Bill of Quantities17 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 | 8.44 | 260.30 | 2,196.93 |
| 2 | 4.1.10 | Pcc BedProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 0.60 | 6,518.60 | 3,911.16 |
| 3 | 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 | 5.15 | 7,132.25 | 36,731.09 |
| 4 | 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 | 3.43 | 410.85 | 1,409.22 |
| 5 | 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 | 10.29 | 9,105.95 | 93,700.23 |
| 6 | 5.3 | Rcc RoofReinforced 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 | 3.34 | 11,505.50 | 38,428.37 |
| 7 | 5.9.3 | CenteringCentering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform | Sqm | 15.43 | 927.25 | 14,307.47 |
| 8 | 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 | 367.86 | 107.85 | 39,673.70 |
| 9 | 13.1.2 | Plaster Int12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand) | Sqm | 56.76 | 333.35 | 18,920.95 |
| 10 | 13.1.1 | Plaster Ext[item not found: 13.1.1] | — | 57.02 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:13.1.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 11 | 11.36.2 | Cement Tiles[item not found: 11.36.2] | — | 12.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:11.36.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 12 | 4.1.10 | Floor PccProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 0.90 | 6,518.60 | 5,866.74 |
| 13 | 9.118 | Steel Door[item not found: 9.118] | — | 1.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:9.118 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 14 | 9.119 | Steel Window[item not found: 9.119] | — | 1.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:9.119 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 15 | 9.120 | Ventilator[item not found: 9.120] | — | 2.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:9.120 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 16 | 13.51 | Exterior Paint[item not found: 13.51] | — | 57.02 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:13.51 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 17 | 13.41 | Interior White[item not found: 13.41] | — | 56.76 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:13.41 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| Your inputsint. length 4 m · int. width 3 m · int. clear height 3 m · Wall thk 230 mm · Plinth ht 0.6 m · Foundation depth 0.9 m · Steel door · Steel window with MS grill · Top ventilators · -tile floor finish · External weatherproof paint + int. whitewash | TOTAL | ₹2,55,146 | ||||
12.8.1₹2,197
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.
24.1.10₹3,911
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 : — 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
36.1.2₹36,731
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)
44.10₹1,409
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)
56.4.2₹93,700
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)
65.3₹38,428
Rcc Roof
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).
75.9.3₹14,307
Centering
Centering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform
85.22.6₹39,674
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.
913.1.2₹18,921
Plaster Int
12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand)
1013.1.1₹0
Plaster Ext
[item not found: 13.1.1]
⚠ SOR item dsr_vol2_2023:13.1.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
1111.36.2₹0
Cement Tiles
[item not found: 11.36.2]
⚠ SOR item dsr_vol2_2023:11.36.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
124.1.10₹5,867
Floor Pcc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
139.118₹0
Steel Door
[item not found: 9.118]
⚠ SOR item dsr_vol1_2023:9.118 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
149.119₹0
Steel Window
[item not found: 9.119]
⚠ SOR item dsr_vol1_2023:9.119 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
159.120₹0
Ventilator
[item not found: 9.120]
⚠ SOR item dsr_vol1_2023:9.120 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
1613.51₹0
Exterior Paint
[item not found: 13.51]
⚠ SOR item dsr_vol2_2023:13.51 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
1713.41₹0
Interior White
[item not found: 13.41]
⚠ SOR item dsr_vol2_2023:13.41 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
int. length 4 m · int. width 3 m · int. clear height 3 m · Wall thk 230 mm · Plinth ht 0.6 m · Foundation depth 0.9 m · Steel door · Steel window with MS grill · Top ventilators · -tile floor finish · External weatherproof paint + int. whitewash
Estimated total
₹2,55,146
Notes & assumptions
- **Default size 4 × 3 × 3 m** (12 m² floor area) is the JJM-recommended minimum for a typical village pump-house housing one centrifugal pump (≤ 25 HP) + valve gallery + chlorinator + 1-panel MCC. For larger pumps (50+ HP) bump to 5 × 4 m; for OHSR adjacent pump-house with bigger pump-set 6 × 4 m.
- **Clear height 3.0 m** allows: pump assembly with foundation block + impeller removal clearance + monorail hoist (for pumps > 15 HP) + good air circulation. Higher (3.6 m) needed if monorail / chain-block is provided for heavy pump-set lifting.
- **RCC roof slab 150 mm** with 10 mm bars @ 150 c/c bothways + edge beam 230 × 300 mm — adequate for a 4-5 m clear span. For wider spans (> 5 m) add an intermediate beam. Steel ≈ 110 kg/m³ (slab + beam combined).
- **Plinth height 600 mm** above NGL — prevents stormwater ingress during monsoon flooding. For flood-prone sites bump to 900-1200 mm + add waterproof DPC at two levels.
- **Foundation depth 900 mm** is adequate for normal soil. For black-cotton soil bump to 1.5 m + add 100 mm sand cushion; for hard-rock 600 mm with rock-cut foundation.
- **Steel door 1.0 × 2.1 m** lockable — pump-house is unattended, security is essential. Heavy MS door with night latch + dead-bolt. **Window 1.2 × 1.0 m with welded MS grill** for ventilation + anti-theft.
- **Ventilators 2 nos** at top of wall (450 × 300 mm with louvers + grill) for cross-ventilation — prevents motor overheating + clears chlorine fumes from chlorinator room.
- **Cement-tile floor** (DSR 11.36.2) is recommended over plain PCC — easier cleaning, more hygienic for chlorinator handling, longer wear life under foot traffic. Skip if budget-tight; PCC 75 mm finished smooth is acceptable.
- Excludes: pump-set itself + foundation block (size depends on pump make/model — typically 600 × 600 × 600 mm M20 RCC); chlorinator + dosing pump; MCC panel + cabling; outside earthing pit; fencing around pump-house (use [Boundary Wall](/boq/boundary-wall) for compound wall); access road / approach paving; electricity service connection from grid.
- **Cost estimate** for default 4 × 3 × 3 m pump-house with all options enabled: approximately **₹3-4 lakhs** per CPWD DSR 2023 rates (excluding GST + contractor profit). Larger 5 × 4 m sizes ₹5-6 lakhs.
A **Pump House Building** is the small single-storey enclosure that houses every village water-supply scheme's pump-set + chlorinator + control panel + valve gallery. Every JJM scheme has one — at the borewell head, at the WTP outlet, at the intake-well bank. Per **JJM Operational Guidelines + IS 4014 + CPHEEO Manual** the standard pump-house is brick masonry walls with RCC roof + cement-tile floor + steel door + lockable window + top ventilators — sized 3-6 m square depending on pump capacity. This Builder generates the full BOQ for the building SHELL (civil + finishes); the pump-set + chlorinator + MCC panel themselves are separate procurement.
What goes inside a JJM village pump-house
A typical 4 × 3 m village pump-house contains: **(1)** Centrifugal pump-set on RCC pedestal (typically 5-25 HP for village scheme; 50+ HP for cluster scheme) — pump + motor + base-plate + coupling guard; **(2)** Suction + delivery pipe gallery with strainer + foot valve at intake end, NRV + sluice valve + pressure gauge at delivery end; **(3)** Chlorinator + dosing pump + chlorine solution tank — typically wall-mounted in a corner with dedicated ventilation; **(4)** MCC (Motor Control Centre) panel — incoming feeder + breaker + DOL or star-delta starter + ammeter + voltmeter + signal lamps; **(5)** Bulk meter at delivery line for NRW measurement; **(6)** Earthing pit at one corner; **(7)** Spare-parts cabinet + tools + operator log-book stand. Size scales with pump capacity — small village (≤ 10 HP pump) needs 3 × 3 m; medium (10-25 HP) 4 × 3 m; large cluster (50+ HP) 5 × 5 m or larger.
Foundation + roof design rationale
**Foundation strip 900 mm deep + 600 mm wide** with PCC bed is adequate for normal SBC ≥ 100 kN/m² soil — pump-house is light load (≤ 50 kN/m² ground reaction). For black-cotton expansive soil bump foundation depth to 1.5 m + add 100 mm sand cushion to absorb seasonal swell. For hard-rock sites 600 mm rock-cut foundation suffices. **RCC roof slab 150 mm** with edge beam 230 × 300 mm carries the slab dead-load + 1.5 kN/m² live load (per IS 875 Part 2 for inaccessible roof) easily for 4-5 m clear span — typical pump-house. For wider spans (> 5 m) add intermediate beam to keep slab thickness reasonable. Steel ~110 kg/m³ (slab + beam combined) per IS 456 design — 8 mm @ 150 c/c bothways in slab + 4-12 mm bars in beam + 8 mm stirrups @ 150 c/c.
Frequently asked questions
For a standard 4 × 3 m × 3 m clear (12 m² floor) pump-house with brick walls + RCC roof + cement-tile floor + steel door + steel window + ventilators + paint, per CPWD DSR 2023 the BOQ totals approximately **₹3-4 lakhs** (excluding GST + contractor profit). Larger 5 × 4 m sizes ₹5-6 lakhs; small 3 × 3 m for borewell head ₹2.0-2.8 lakhs. State-PWD rates run 8-15 % below CPWD DSR.
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