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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC AMBALA CANTT | ₹3.9 L Quoted ₹4.3 L | L1 | Accepted-AOC awarded |
| 2 | L2₹4.6 LRejected-AOC AMBALA CANTT | ₹4.6 L | L2 | Rejected-AOC refund |
| Sl No | Description | Qty | Unit | ROHIT CHAUDHRI CONTRACTOR L1 | SANDEEP KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Inspection of tubewell with Geo Scanning borehole camera with display and data recorder to find out the fault and submission of suggestions regarding rectification of same to obtain the sand free water at site Including Transportation, Lodging, and Boarding. Detailed Analysis with Videography and Submission of Report, Video and also verifying the depth/ position of assembly complete in all respect to the satisfaction of Engineer-in-charge. | 1 | Per job | 18,000 ₹18,000 | 21,000 ₹21,000 |
| 2.00 | Slot making charges on 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge | 15 | Meter | 1,000 ₹15,000 | 1,500 ₹22,500 |
| 3.00 | Development of t/well by Over-pumping unit having suitable submersible pump for development of tubewell to ensure sand free discharge. All the equipment including POL and labour required for carrying out pumping tests but not limited to the following shall be arranged by the contractor at his own cost complete in all respect to the satisfaction of Engineer-in-charge: i) A suitable pump and prime mover (since power is not available at the well site). ii) Measuring devices for time, discharge and V-Notch orifice method water level recorder (digital water meter recorder/ steel tape engraved). iii) The contractor shall collected water sample in the presence of SDE/JE. This water samples should be handed over to PHED for further chemical analysis in Public Health Lab.. | 1 | Job | 20,000 ₹20,000 | 24,000 ₹24,000 |
| 4.00 | Providing clay seal of thickness 4.0mm or above consisting of balls of local lay or bentonite mud to be placed in the annular space around the assembly the clay seal should be provided at a level of minimum 25.00 m above the top most screens depending on the logging result. | 1 | Job | 2,000 ₹2,000 | 10,000 ₹10,000 |
Tender Value
₹3.7 L
EMD Value
₹7,330
Closing Date
25 Mar 2026, 3:00 pmClosed
SHYAM LAL
Ambala Cantt. (M) PHED
Yamuna Nagar Town, Providing tubewell against abandoned tubewell at Vishal Nagar, Block Jagadhri, Constituency Yamuna Nagar, District Yamuna Nagar.
2026_HRY_509314_1
202681753A3B A868 4FDD 8345 7A3A4259B7C5549PUH
Open Tender
Civil Works
60 days
Yamunanagar
as per DNIT
5 documents required · 5 mandatory
₹1,000
₹7,330
Yes
9 Apr 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
Inspection of tubewell with Geo Scanning borehole camera with display and data recorder to find out the fault and submission of suggestions regarding rectification of same to obtain the sand free water at site Including Transportation, Lodging, and Boarding. Detailed Analysis with Videography and Submission of Report, Video and also verifying the depth/ position of assembly complete in all respect to the satisfaction of Engineer-in-charge.
Slot making charges on 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge
Development of t/well by Over-pumping unit having suitable submersible pump for development of tubewell to ensure sand free discharge. All the equipment including POL and labour required for carrying out pumping tests but not limited to the following shall be arranged by the contractor at his own cost complete in all respect to the satisfaction of Engineer-in-charge: i) A suitable pump and prime mover (since power is not available at the well site). ii) Measuring devices for time, discharge and V-Notch orifice method water level recorder (digital water meter recorder/ steel tape engraved). iii) The contractor shall collected water sample in the presence of SDE/JE. This water samples should be handed over to PHED for further chemical analysis in Public Health Lab..
Providing clay seal of thickness 4.0mm or above consisting of balls of local lay or bentonite mud to be placed in the annular space around the assembly the clay seal should be provided at a level of minimum 25.00 m above the top most screens depending on the logging result.
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