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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC 164 A 11 GALI NO 3 RISHI NAGAR KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | ₹16.9 L | L1 | Accepted-AOC Award |
| 2 | L2₹16.9 LRejected-Finance AMBALA CANTT AMBALA HARYANA | ₹16.9 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹17.4 LRejected-Finance AMBALA CANTT AMBALA HARYANA | ₹17.4 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹17.8 LRejected-Finance BARARA ROAD BABAIN KURUKSHETRA 136156 | BABAIN | KURUKSHETRA | HARYANA | 136156 | ₹17.8 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹18.1 LRejected-Finance SHOP NO 37 40 GANDHI MARKET HANSI 125033 HARYANA | HANSI | HISAR | HARYANA | 125033 | ₹18.1 L | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Jeeva Geo Infratech L3 | PARVEEN DHULL CONTRACTOR L2 | M R CONSTRUCTION COMPANY KAITHAL L1 | KPBP ENTERPRISES L5 | RAM TUBEWLL STORE L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 25.00m above the top most screens depending onthe logging result. | 2 | No. | 24,000 ₹24,000 | 100 ₹100 | 40,000 ₹40,000 | 45,000 ₹45,000 | 4,000 ₹4,000 |
| 2.00 | 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. | 2 | Job | 40,000 ₹40,000 | 6,000 ₹6,000 | 20,000 ₹20,000 | 45,000 ₹45,000 | 30,000 ₹30,000 |
| 3.00 | Providing and fixing M.S Base Plate of thickness 10 mm and weight upto 7 kg to 10 kg complete in all respect to the satisfaction of the Engineer-in-charge. | 2 | Job | 17,000 ₹17,000 | 200 ₹200 | 2,400 ₹2,400 | 2,000 ₹2,000 | 4,000 ₹4,000 |
| 4.00 | Development of tubewell 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 | 2 | Job | 36,000 ₹36,000 | 6,000 ₹6,000 | 30,000 ₹30,000 | 44,000 ₹44,000 | 35,000 ₹35,000 |
Tender Value
₹18.1 L
EMD Value
₹36,279
Closing Date
1 May 2026, 11:00 amClosed
JAGDEEP
Sonepat (Mech.) PHED
LOHARI Providing and Installing 2 no deep tubewell against abandoned Quality affected and laying of connecting pipe line in village Lohari District Panipat
2026_HRY_517546_1
20260685FDB2 9277 478E AE7D 10B196BDD1621701PUH
Open Tender
Civil Works
30 days
LOHARI
LOHARI Providing and Installing 2 no deep tubewell against abandoned Quality affected and laying of connecting pipe line in village Lohari District Panipat
2 documents required · 2 mandatory
₹1,000
₹36,279
Yes
16 May 2026
24 Apr 2026
1 May 2026
24 Apr 2026
1 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 25.00m above the top most screens depending onthe logging result. | - | No. | - | - | item1 |
| 2 | 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. | - | Job | - | - | item2 |
| 3 | Providing and fixing M.S Base Plate of thickness 10 mm and weight upto 7 kg to 10 kg complete in all respect to the satisfaction of the Engineer-in-charge. | - | Job | - | - | item3 |
| 4 | Development of tubewell 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 | - | Job | - | - | item4 |
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