Construction of recharge Shafts at Gandhi Park, Rajpur Road, Dehradun.
Minor Irrigation Division, Dehradun · Dehradun, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹33.1L
- EMD: ₹100K
- Published: 30 Oct 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:13 UTC
- Department: Minor Irrigation Department
- Office: Executive Engineer, Minor Irrigation Division, Dehradun
Description
Construction of recharge shafts at Gandhi Park, Rajpur Road, Dehradun, including excavation, borewell drilling and casing, recharge-pit media, masonry, concrete, piping and associated civil works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Declaration form, Affidavit
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Commercial terms
- Bid type: Item Rate
- Evaluation: Item Wise
- Make in India (MII): No
- MSE preference: No
Line items (37)
- 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: 197.92 M3
- Taking out existing CC interlocking paver blocks from footpath/ central averge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. — Qty: 210 Sqm
- 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: 168 Rmt
- Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part 1), 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, beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders, 300 mm dia. — Qty: 144 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: 144 Rmt
- M.S. pipe 200 mm dia casing pipe — Qty: 10 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: 20 Per Hour
- Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell. 200 mm dia — Qty: 2 Per job
- Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp — Qty: 4 Nos.
- Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell . 200 mm — Qty: 10 Nos.
- Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement — Qty: 14.92 M3
- P.C.C 1 : 4 : 8 — Qty: 12.24 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: 89.43 M3
- Supplying ,fillng,spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in required thickness for all leads & lifts,all complete as per direction of engineer-in-charge. — Qty: 21.04 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: 12.83 M3
- Supplying, filling, spreading fillter media leveling charcol in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer - — Qty: 6.42 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: 9.62 Per 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: 3.12 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: 342.85 Kg
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