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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance AMBALA CANTT | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.0 L+₹17.67 (<0.01%)Admitted-Finance BARARA ROAD BABAIN KURUKSHETRA 136156 | BABAIN | KURUKSHETRA | HARYANA | 136156 | ₹6.0 L+₹17.67 (<0.01%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | ashok kumar govt. cont L1 | RAM TUBEWLL STORE 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 | 20,000 ₹20,000 | 12,000 ₹12,000 Lowest |
| 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 | 20,000 ₹20,000 | 15,000 ₹15,000 Lowest |
| 3.00 | Providing clay seal of thickness 4.0 mm 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 | 1,000 ₹1,000 Lowest | 2,000 ₹2,000 |
Tender Value
₹5.9 L
EMD Value
₹11,780
Closing Date
25 Jun 2026, 3:00 pmClosed
SHYAM LAL
Ambala Cantt. (M) PHED
Fatehgarh village, Installation of tube well (in lieu of abandoned tube well - No. 2) of Distt. Ambala
2026_HRY_529870_1
202699BFE161 F002 43E5 9298 A302617D9184549PUH
Open Tender
Civil Works
Works
30 days
FATEHGARH
as per DNIT
5 documents required · 5 mandatory
₹1,000
₹11,780
Yes
30 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | - |
| 2 | 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 | - | - |
| 3 | Providing clay seal of thickness 4.0 mm 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 | - | - |
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