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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC HOUSE NO 494 BHUKHAND NO 493 GANESHPUR TA WANI | WANI | MAHARASHTRA | ₹11.0 L | L1 | Accepted-AOC As L1 |
| 2 | L2₹11.1 LRejected-Finance BEHIND BHIM NAGAR GAYATRI NIWAS VASANT GANGA VIHAR AT POST WANI TAH WANI DIST YAVATMAL MAHARASHTRA 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹11.1 L | L2 | Rejected-Finance As L2 |
| 3 | L3₹11.1 LRejected-Finance AT PO OM NAGAR CHIKHALGAON ROAD WANI TAH WANI DIST YAVATMAL MAHARASHTRA 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹11.1 L | L3 | Rejected-Finance As L3 |
Tender Value
₹10.2 L
EMD Value
₹12,800
Closing Date
5 Mar 2026, 4:00 pmClosed
Saff Officer(Civil), WNA
AGM Office Bhallar Township Wani North Area
Making 02 nos tube well for domestic water supply to Ghonsa Kumbharkhani Township under Ghonsa Sub Area of Wani North Area.(1st Re-tender)
2026_WCL_354028_1
wn4650-civ-e0140-2025-26 dt.21.02.2026
Open Tender
Civil Works - Others
90 days
Ghonsa Sub Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹12,800
11 Apr 2026
21 Feb 2026
6 Mar 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
23 Feb 2026 - 26 Feb 2026
Item Description/ Heading (Note:- The Work is to executed as per the STC attached in the Tender document)
TUBE WELL Conducting geophysical and hydrological survey for assessing the feasibility of borewell points over an area of about 4-5. acres, including pinpointing of suitable locations with SER Detect instrument, carrying out sounding tests using PQWT instrument, determination of number of aquifers and their respective depths, and estimation of water yield from each identified borewell point. The survey shall cover 2 feasible points within the 5-acre area and shall be executed on a complete job basis including transportation, survey charges, and all incidental expenses: all complete as per instructions of Engineer-in-Charge
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 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, upto 90 metre depth below ground level:All types of soil 300 mm dia.
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, toois, 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.
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -incharge.200 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in244 charge.200 mm nominal size dia
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 of: 200 mm dia
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
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part l). 200 mm dia
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable 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, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore (At surface)
Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore Horizontal
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
Providing and fixing G.I. flange:50 mm nomial bore
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :50 mm nominal bore
Supplying and erecting minimum Three & above star rated submersible pump set of 5.625 KW/7.5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 50 to 330 LPM discharge at 169 to 18 m head & discharge & delivery pipe of Size-50 mm diameter with a necessary H type clamps as per specification No. WP-SMP
Supplying & erecting D.O.L Starter suitable for 415 V, 3 phase 50 cycles with no volt coil and overload element with necessary materials and connected to supply up to 7.5 H.P.
Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
Supplying G.I. socket/coupler 50 mm dia nominal bore.
Supplying G.l. pipes 50 mm dia for below ground in bore hole vertically
Supplying nylon/cotton rassi/rope for supporting pump
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