Construction of Recharge Shafts (Ground Water Recharge for Accumulated Runoff to Achieve Water Neutrality) at Defence Colony District Dehradun.
CE-HOD · Dehradun, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.5Cr
- EMD: ₹7.4L
- Published: 29 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:05 UTC
- Department: Minor Irrigation
- Office: Minor Irrigation Circle, Tehri
Description
Construction of groundwater recharge shafts at Defence Colony, Dehradun, including excavation, borewell drilling and casing, pipes, recharge-pit filter media, concrete, reinforcement, masonry and associated works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (24)
- 2 — Qty: 4 5
- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including dressing sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kind of soil — Qty: 1977.1 M3
- Excavating trenches of required width for pipes, cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then retuning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil, pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia. — Qty: 1332 cum
- Extra for additional lift of 1.5m or part there of in excavation/banking excavated or stacked materials -all kinds of soil 1.50 to 3.00m depth. — Qty: 167.68 M3
- Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. Rocky strata including Boulders 300 mm dia. — Qty: 1428 Per Rmt
- Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to 1S: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, 200 mm nominal size dia. — Qty: 1326 Per Rmt
- HDPE Pipe 160 MM — Qty: 2500 Per Rmt
- Development of tube well in accordance with 1S : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories efc. — Qty: 340 per hour
- M.S. pipe 200 mm dia casing pipe — Qty: 1900 Per Rmt
- Febrication of strainer with nylon screen on 200 mm dia HDPE Pipe — Qty: 306 Per Rmt
- Pea Gravel — Qty: 208 Per Cum
- P C C 1 4 8 — Qty: 85.91 M3
- Brick work 1:4 cement mortor with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth — Qty: 381.61 M3
- 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) — Qty: 1038.31 M3
- Supplying,filling, spreading & levelling gravels of size range 20 mm to 40mm ,in recharge pit, over the existing layer of boulders,in required thicknes for all leads & lifts, all cpmplete as per direction of Engineer-in-charge. — Qty: 69.24 M3
- Supplying ,fillng,spreading & leveling stone boulders of size range 10 cm to 20 cm, in recharge pit, in required thickness for all leads & lifts,all complete as per direction of engineer-in-charge. — Qty: 37.33 M3
- Supplying,filling, spreading & levelling gravels of size range 5mm to 10mm ,in recharge pit, over the existing layer of boulders,in required thicknes for all leads & lifts, all cpmplete as per direction of Engineer-in-charge. — Qty: 19.6 M3
- Supplying, filling,spreading fillter media levelling coarse sand range 1.5mm to 2mm in recharge pit, in required thickness over gravel layer,for all leads &lifts, all complete as per direction of Engineer-in-charge. — Qty: 16.17 M3
- Providing, hoisting and fixing up to Plinth level excluding the cost of required centering, shuttering with 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). — Qty: 80.24 M3
- Tor steel or iron work as reinforcement of R.C.C. work incld. supply of all materials ,labor, T&P etc reqd. for proper completion of work. — Qty: 10129.65 Kg
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