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Bill of Quantities14 items · mjp_ssr_2024 + CPWD DSR Vol 1 (2023)
| # | Code | Description | Unit | Qty | Rate (₹) | Amount (₹) |
|---|---|---|---|---|---|---|
| 1 | BW.DRILL.150 | Borewell DrillingDrilling 150 mm borewell (typical estimate). | m | 100.00 | 850.00 | 85,000.00 |
| 2 | BW.CASING.MS | Casing MsMS casing 150 mm (typical estimate). | m | 30.00 | 750.00 | 22,500.00 |
| 3 | BW.DEV.AIR | Well DevelopmentWell development air-jetting. | LS | 1.00 | 8,000.00 | 8,000.00 |
| 4 | BW.PUMP.SUB | Submersible PumpSubmersible pump per kW from MJP CSR PM 1-2 series. | kW | 5.00 | 10,700.00 | 53,500.00 |
| 5 | BW.DELIVERY | Delivery PipeGI Class B 50 mm. | m | 220.00 | 380.00 | 83,600.00 |
| 6 | BW.CABLE.SUB | Submersible CableSubmersible cable per metre. | m | 105.00 | 220.00 | 23,100.00 |
| 7 | BW.NRV.50 | Nrv At PumpNRV 50 mm. | Each | 1.00 | 2,200.00 | 2,200.00 |
| 8 | BW.SLUICE.50 | Sluice ValveSluice valve 50 mm PN-1.6. | Each | 1.00 | 6,988.00 | 6,988.00 |
| 9 | BW.CHLOR.DOSE | ChlorinatorChlorinator dosing setup. | LS | 1.00 | 18,000.00 | 18,000.00 |
| 10 | 2.8.1 | Platform ExcavEarth 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 | 1.59 | 260.30 | 413.88 |
| 11 | 4.1.8 | Platform PccProviding 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 | 0.46 | 6,812.00 | 3,133.52 |
| 12 | 5.3 | Rcc PlatformReinforced 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 | 0.60 | 11,505.50 | 6,903.30 |
| 13 | 5.9.3 | Shutter PlatformCentering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform | Sqm | 4.00 | 927.25 | 3,709.00 |
| 14 | 5.22.6 | Platform 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 | 48.00 | 107.85 | 5,176.80 |
| Your inputsBorewell depth 100 m · Casing pipe ⌀ 150 mm · Casing material MS pipe · Casing pipe length 30 m · Submersible pump rating 5 · Delivery pipe 120 m · RCC headworks platform | TOTAL | ₹3,22,225 | ||||
1BW.DRILL.150₹85,000
Borewell Drilling
Drilling 150 mm borewell (typical estimate).
2BW.CASING.MS₹22,500
Casing Ms
MS casing 150 mm (typical estimate).
3BW.DEV.AIR₹8,000
Well Development
Well development air-jetting.
4BW.PUMP.SUB₹53,500
Submersible Pump
Submersible pump per kW from MJP CSR PM 1-2 series.
5BW.DELIVERY₹83,600
Delivery Pipe
GI Class B 50 mm.
6BW.CABLE.SUB₹23,100
Submersible Cable
Submersible cable per metre.
7BW.NRV.50₹2,200
Nrv At Pump
NRV 50 mm.
8BW.SLUICE.50₹6,988
Sluice Valve
Sluice valve 50 mm PN-1.6.
9BW.CHLOR.DOSE₹18,000
Chlorinator
Chlorinator dosing setup.
102.8.1₹414
Platform Excav
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.
114.1.8₹3,134
Platform Pcc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
125.3₹6,903
Rcc Platform
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).
135.9.3₹3,709
Shutter Platform
Centering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform
145.22.6₹5,177
Platform 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.
Borewell depth 100 m · Casing pipe ⌀ 150 mm · Casing material MS pipe · Casing pipe length 30 m · Submersible pump rating 5 · Delivery pipe 120 m · RCC headworks platform
Estimated total
₹3,22,225
Notes & assumptions
- Rates sourced from MJP SSR 2023-24 (with 2024-25 escalation column). 5 corrigenda dated up to 20-Dec-2024 exist (mjp.maharashtra.gov.in publications page) but are scanned-image PDFs in Marathi requiring manual review for tender-grade use. For cost feasibility this Builder is good as-is; for tender submission, cross-check each item against the latest corrigendum.
- JJM Village Water Supply Scheme typically specs a 150 mm borewell + 5 HP pump for ~350 households. Smaller hamlets (50-100 HH) use 3 HP; larger panchayats (500+ HH) use 7.5 HP.
- Borewell depth varies dramatically by region. Coastal Tamil Nadu: 30-60 m. Punjab / Haryana: 100-180 m. Rajasthan / Karnataka hard-rock: 150-250 m. Always do a 24-hour pumping test before sizing the pump.
- Casing pipe specification: MS heavy-duty for depths > 60 m or hard-rock formations (NB 6 or 8 thickness, IS 4270). uPVC (IS 12818 / IS 4985) is cheaper but limited to 60-80 m and soft strata.
- PHED rates for borewell drilling vary HUGELY by state — Tamil Nadu TWAD: ₹800-1200/m for 150 mm borewell; UP Jal Nigam: ₹500-800/m; Maharashtra MJP: ₹900-1400/m. Always verify with local PHED schedule.
- Submersible pump cost depends on brand + duty point. KSB / Texmo / CRI 5 HP single-phase: ₹40-55k. 3-phase: ₹35-45k. Include 5-year warranty + AMC in the rate.
- Submersible cable (3-core flat) is measured = bore depth + 5 m above-ground termination. Cable size scales with pump kW: 2.5 mm² for 3 HP, 4 mm² for 5 HP, 6 mm² for 7.5 HP, 10 mm² for 10 HP+.
- Excludes: control panel + starter + capacitor (~₹15-25k for 5 HP); MCB / RCCB / earthing arrangement; concrete foundation for control panel; protective housing / pump house (typically separate ₹40-80k brick structure); electrical connection charges from DISCOM (varies).
**Borewells with submersible pumps** are the universal water source for JJM (Jal Jeevan Mission) and rural water supply schemes across India. Over 95% of village schemes use groundwater via borewells; the remaining 5% use surface water (river / canal intake). The CPHEEO Manual + IS 11189 standard configuration: 150 mm dia borewell drilled to aquifer depth, MS or uPVC casing in top loose strata, submersible pump matched to sustainable yield + required head, delivery pipe + non-return valve + sluice valve + chlorination, all on a small RCC headworks platform. This Builder generates the complete cost — drilling, casing, pump set, delivery + cable, civil platform, valves — for any depth (30-300 m), casing diameter (100-250 mm), pump rating (2.2-11 kW), and delivery pipe length combination.
Sizing the borewell for a village water supply scheme
**Step 1**: estimate water demand per CPHEEO Manual = households × 5 persons/HH × 135 lpcd × 8-hour pumping × 1.10 system loss = required hourly yield in litres. **Step 2**: hydrogeological survey to find sustainable yield + safe drawdown — typically 24-hour pumping test. **Step 3**: select pump duty point on H-Q curve at the required head (= static lift + dynamic lift + delivery pipe friction + tank inlet height). **Step 4**: select casing depth equal to top loose-strata depth (typically 15-40 m). **Step 5**: spec pump make + model with 25% safety margin on flow + matched submersible cable size.
Single-phase vs three-phase pump selection
**Single-phase** (up to 3 HP / 2.2 kW) — runs on the standard 230 V village supply. Cheap, available, but limited to 30 m head with reasonable flow. **Three-phase** (4 HP / 3 kW and above) — needs 415 V supply (DISCOM has to provide separate connection). More efficient, handles higher head, longer pump life. For JJM, three-phase is standard for ≥ 5 HP installations. Most village schemes are 5 HP / 7.5 HP three-phase.
Frequently asked questions
For a typical 350-HH JJM village: 100 m × 150 mm borewell (~₹80,000-1,20,000), 30 m MS casing (~₹15-20k), 5 HP submersible pump set (~₹40-55k), delivery main 120 m DI / HDPE (~₹30-50k), cable + valves + chlorinator (~₹15-25k), RCC platform (~₹10-15k). Total ~₹2-3 lakh per source. State PHED rates for the same vary ±25%.
Disclaimer: Rates sourced from mjp_ssr_2024 + CPWD DSR Vol 1 (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