Tender For Construction Of Recharge Shafts At Gandhi Park, Rajpur Road, Dehradun.
Tender Value
33.07 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
8 days left
EMD
99500
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Recharge Shafts At Gandhi Park, Rajpur Road, Dehradun.
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | 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 ofEngineer-in-Charge. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | M.S. pipe 200 mm dia casing pipe |
| 7 | 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. |
| 8 | 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 |
| 9 | 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 |
| 10 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell . 200 mm |
| 11 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement |
| 12 | P.C.C 1 : 4 : 8 |
| 13 | 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 |
| 14 | 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. |
| 15 | 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. |
| 16 | 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 - |
| 17 | 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. |
| 18 | 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). |
| 19 | 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. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 21 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. grade M 20 Nominal mix (1:2:4) |
| 22 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes including jointing with seal ring conforming to IS : leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter metre |
| 23 | Providind & fixing of Heavy Duty M.S iron Jali (2.00X0.80 M Size ) with Primer on wall of primary filter for upcoming water as per market rates |
| 24 | 12 mm thick Cement Plaster 1:4 mix |
| 25 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. |
| 26 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 27 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, 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. Size of Tile 500x500 mm sqm |
| 28 | Brick work, FPS bricks class 7.5, superstructure up to floor V, CM 1:6 |
| 29 | RCC 1:1.5:3 in beams, bands, lintels, slabs, chajjas above plinth (excl. shuttering & steel) |
| 30 | Centering & shuttering - suspended floors, roofs, landings, balconies |
| 31 | Centering & shuttering for walls (any thickness) incl. strutting, propping & removal |
| 32 | Steel reinforcement above plinth level, TMT Fe-500D or more |
| 33 | 12 mm cement plaster 1:3 (coarse sand) finished with floating coat of neat cement (inner faces of channel) |
| 34 | Fountain hydraulics: pump, piping, weirs, valves, filter - provisional sum |
| 35 | Solar LED fountain spotlight with panel |
| 36 | Stone cladding, coping and finish to cascade - provisional sum Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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