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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC AMBALA CANTT | ₹4.4 L | L1 | Accepted-AOC awarded |
| 2 | L2₹4.8 LRejected-AOC | ₹4.8 L | L2 | Rejected-AOC refund |
| 3 | L3₹4.9 LRejected-AOC 546 18 PATEL NAGAR KAITHAL 136027 | KAITHAL | HARYANA | 136027 | ₹4.9 L | L3 | Rejected-AOC refund |
| 4 | L4₹5.0 LRejected-AOC AMBALA CANTT | ₹5.0 L | L4 | Rejected-AOC refund |
| 5 | L5₹5.3 LRejected-AOC AMBALA CANTT | ₹5.3 L | L5 | Rejected-AOC refund |
| Sl No | Description | Qty | Unit | ashok kumar govt. cont L5 | SANDEEP KUMAR CONTRACTOR L4 | Perfect Engineers L1 | Satish Kumar Contractor L2 | R.S. BOARING ENGG. WORKS L3 |
|---|---|---|---|---|---|---|---|---|
| 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 | 15,000 ₹15,000 | 18,000 ₹18,000 | 15,000 ₹15,000 | 15,000 ₹15,000 | 11,500 ₹11,500 |
| 2.00 | 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 | 15,000 ₹15,000 | 8,000 ₹8,000 | 15,000 ₹15,000 | 15,000 ₹15,000 | 15,000 ₹15,000 |
| 3.00 | 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 | Each | 4,000 ₹4,000 | 4,000 ₹4,000 | 500 ₹500 | 5,000 ₹5,000 | 4,500 ₹4,500 |
Tender Value
₹5.7 L
EMD Value
₹11,420
Closing Date
9 Feb 2026, 3:00 pmClosed
SHYAM LAL
Ambala Cantt. (M) PHED
Bilaspur Big village, Installation of Independent tubewell at (Laxmi Vihar colony) near Radha Swami Bhawan of Distt. Yamuna Nagar.
2026_HRY_500109_1
202642EDBD3F 1BC6 4BE4 A687 5F1DF20BF636549PUH
Open Tender
Civil Works
45 days
BILASPUR
as per CBD
5 documents required · 5 mandatory
₹1,000
₹11,420
Yes
19 Mar 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 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.
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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