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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC F 4 MAHABIR DAL MARKET G T ROAD BATHINDA BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹16.6 L | L1 | Accepted-AOC L1 bidder |
| 2 | Rejected-Technical S 3 S 4 MEDICAL SQUARE RATAN HEIGHTS UNTKHANA ROAD VILLAGE TOWN NAGPUR CITY NAGPUR NAGPUR MAHARASHTRA 440009 INDIA | 440009 | - | - | Rejected-Technical L2 bidder |
Tender Value
₹19.8 L
EMD Value
₹24,800
Closing Date
20 Mar 2026, 6:00 pmClosed
STAFF OFFICER CIVIL,ORIENT AREA
OFFICE OF THE GENERAL MANAGER,ORIENT AREA
Drilling and Construction of 3 Nos. Piezometers (MIP- 18, 19, 20) at Orient Area, MCL.
2026_MCL_356088_1
MCL/GM/OA/SO(C)/e-T/25-26/65 dtd.09.03.2026
Open Tender
Civil Works - Others
Percentage
60 days
OFFICE OF THE GENERAL MANAGER, ORIENT AREA
Please refer Tender documents.
3 documents required · 3 mandatory
₹24,800
18 Jul 2026
9 Mar 2026
23 Mar 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
10 Mar 2026 - 16 Mar 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 |
|---|---|---|---|---|---|
| 1 | 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: 300mm dia | 27 | m | - | - |
| 2 | 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: 300mm dia | 204 | m | - | - |
| 3 | 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: 300mm | 99 | m | - | - |
| 4 | 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 –incharge, beyond 150 metre &
upto 210 metre depth below
ground level:Rocky strata including Boulders: 300 mm dia | 60 | m | - | - |
| 5 | 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 –incharge, beyond 210 metre & upto 270 metre depth below ground level: Rocky strata including Boulders: 300 mm dia | 60 | m | - | - |
| 6 | 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 –incharge, beyond 270 metre & upto 330 metre depth below ground level: Rocky strata including Boulders: 300 mm dia | 15 | m | - | - |
| 7 | 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.150 mm nominal size dia having minimum wall thickness
5.00 mm | 273 | m | - | - |
| 8 | 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.150 mm nominal size dia | 192 | m | - | - |
| 9 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150mm dia | 3 | each | - | - |
| 10 | 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. | 23.21 | cum | - | - |
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