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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC PLOT NO 53 GANGADHAR REVATKAR LAYOUT NEAR PILLEWAN HOUSE UMRER DIST NAGPUR 441204 | UMRER | NAGPUR | MAHARASHTRA | 441204 | ₹18.9 L | L1 | Accepted-AOC L-1 Being the lowest bidder |
Tender Value
₹18.9 L
EMD Value
₹23,700
Closing Date
19 May 2026, 5:00 pmClosed
SO(Civil), Umrer Area
O/o AGM, Umrer Area
Drilling and Construction of 01 No. Borewell along with pump house and Ground Water Tank at MKD-III OC Mine of Umrer Area.
2026_WCL_359048_1
um4550-civ-0007-2026-27
Open Tender
Civil Works - Others
Percentage
120 days
Umrer Area
Please refer tender document
3 documents required · 3 mandatory
₹23,700
28 Jul 2026
5 May 2026
20 May 2026
5 May 2026
19 May 2026
5 May 2026
5 May 2026 - 8 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 1.01 | Consultancy for Geo physical resistivity ground water survey as per direction of EIC. (Payment for the entire contract will be withheld if the geophysical survey fails to locate the groundwater) (For 2 No. Probe) | - | each | - | - |
| 1.02 | 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 90 metre depth below ground level. All types of soil 300 mm dia | - | Mtr | - | - |
| 1.03 | 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 90 metre depth below ground level. Rocky strata including Boulders 300 mm dia | - | mtr | - | - |
| 1.04 | 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, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders.300 mm dia | - | Mtr | 1 | - |
| 1.05 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm | - | Mtr | 1 | - |
| 1.06 | 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 IS: 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, as per direction of Engineer -in-charge. 200 mm nominal size dia | - | Mtr | 1 | - |
| 1.07 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).200 mm dia | - | Nos | - | - |
| 1.08 | 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 | - | Each | - | - |
| 1.09 | 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. | - | cum | - | - |
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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BOQ_371932.xls
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