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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.1 LAccepted-AOC HOUSE NO 494 BHUKHAND NO 493 GANESHPUR TA WANI | WANI | MAHARASHTRA | ₹15.1 L | L-1 | Accepted-AOC Work awarded |
| 2 | L-2₹15.5 LRejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | ₹15.5 L | L-2 | Rejected-Finance Due to L-2 bidder. |
| 3 | L-3₹16.3 LRejected-Finance | ₹16.3 L | L-3 | Rejected-Finance Due to L-3 bidder. |
| Rank | Bidder | Total Amount |
|---|---|---|
| L3 | PRASHANT RAMBHAU PETKULE Bid ID 1210179 | ₹16,33,373.46 |
| L2 | SUNIL SABALE CONSTRUCTION Bid ID 1211552 | ₹15,47,071.47 |
| L1 | TSN ENTERPRISES Bid ID 1211219 | ₹15,08,523.56 |
| Sl No | Description | Qty | Unit | PRASHANT RAMBHAU PETKULE L3 | SUNIL SABALE CONSTRUCTION L2 | TSN ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 184 | Cum | 140 ₹25,760 | 168 ₹30,912 | 100 ₹18,400 |
| 2.00 | Transportation of Rotary Rig, all complete as per direction of Engineer-in-charge | 1 | No | 3,700 ₹3,700 | 6,201 ₹6,201 | 2,000 ₹2,000 |
| 3.00 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 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 120 metre depth below ground level. All types of soil 300 mm dia | 240 | Meter | 1,450 ₹3,48,000 | 1,364 ₹3,27,360 | 1,250 ₹3,00,000 |
| 4.00 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC pipe 8 kg pressure 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 -in?charge. 180 mm nominal size dia | 240 | Meter | 970 ₹2,32,800 | 926 ₹2,22,240 | 1,250 ₹3,00,000 |
| 5.00 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 14.28 | Cum | 1,900 ₹27,132 | 1,247 ₹17,807.16 | 1,485 ₹21,205.8 |
| 6.00 | 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. | 16 | Hour | 1,250 ₹20,000 | 774 ₹12,384 | 600 ₹9,600 |
| 7.00 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part l). 150 mm dia | 2 | Each | 200 ₹400 | 228 ₹456 | 200 ₹400 |
| 8.00 | Providing and fixing wooden sleepers of size 300 x 150 x 1000mm for supporting clamp | 2 | Pair | 980 ₹1,960 | 1,033 ₹2,066 | 500 ₹1,000 |
| 9.00 | 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 150 mm clamp | 2 | Pair | 1,300 ₹2,600 | 1,483 ₹2,966 | 1,000 ₹2,000 |
| 10.00 | 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: 150 mm dia | 2 | Each | 150 ₹300 | 172 ₹344 | 200 ₹400 |
Tender Value
₹18.4 L
EMD Value
₹23,100
Closing Date
16 Jan 2026, 5:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Providing borewell for drinking water needs for residents of Kuchana Colony under Kuchana Housing Complex of Majri Area.
2026_WCL_350549_1
ma9511cive038-25-26/587-010126
Open Tender
Civil Works - Others
30 days
Kuchana Housing Complex
Please refer Tender documents.
4 documents required · 4 mandatory
₹23,100
22 Jan 2026
6 Jan 2026
17 Jan 2026
6 Jan 2026
16 Jan 2026
7 Jan 2026
6 Jan 2026 - 13 Jan 2026
Amount
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.
Transportation of Rotary Rig, all complete as per direction of Engineer-in-charge
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 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 120 metre depth below ground level. All types of soil 300 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC pipe 8 kg pressure 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 -in?charge. 180 mm nominal size dia
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, 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.
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part l). 150 mm dia
Providing and fixing wooden sleepers of size 300 x 150 x 1000mm for supporting clamp
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 150 mm clamp
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: 150 mm dia
Providing fixing and lowering GI pipe of medium classwith long socket for tubewells etc all complete 50 mm dia length of individual pipe shall not be more than 3 mtr in borewell
Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore Vertical
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm
Supplying, erecting, testing and commissioning of minimum three & above star rated submersible pumpset of 5.625 kW/7.5 HP with 415 V, three phase, 50 Hz A.C. supply suitable for 150 mm dia. borewell with 100 to 400 lpm discharge at 132 to 27 m head & discharge & delivery pipe of size-50 mm dia. with a necessary H type clamps as per specification no. WP-SMP.
Supplying, erecting, testing and commissioning of automatic control panel for three phase, 415 V, A.C. supply submersible/centrifugal pump set upto 20 HP consisting of star delta starter having relay range 13-21 A, S.P.P., combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated vibration proof enclosure with IP54 protection with single phasing, phase reversal, phase imbalance, etc.
Supplying, erecting, testing and commissioning of flat flexible 3 core 6 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
Providing and fixing Wire Rope 12 MM all complete as per direction of Engineer-in-charge
Hydrogical survey (water devining charges) including yiald test consisting of yiald, visit of expert authorised team along with necessary instruments including resistivity survey, preparation and submission of yiald test report and suggesting pump type, capacity, depth etc. all complete as per direction of Engineer-in-charge.
Providing and supplying in standard lengths polyethelene pipes, confirming to IS 4984/14151/12786/13488 with nesessary jointing material like mechanical connector i.e. thread/insert joint/quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials,including transportation and freight charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc.complete.B) PE-100, 8 kg/sq.cm: 90 mm
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Chain pully RB 3000 Kg (3 Ton) lifting capacity and 3m Lifting Height Manual Chain Pulley Block, RB-121
Celing 6mtr length made of carbon steel wire
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Total impact of GST for the purpose of CTC
SUNIL SABALE CONSTRUCTION (BID ID -1211552)
PRASHANT RAMBHAU PETKULE (BID ID -1210179)
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