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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC STREET NO 01 VILLAGE GHARARSI PO BARNA TEH THANESAR KURUKSHETRA 136119 | THANESAR | KURUKSHETRA | HARYANA | 136119 | ₹9.5 L | L1 | Accepted-AOC Award |
| 2 | L2₹10.0 LRejected-Finance AMBALA CANTT AMBALA HARYANA | ₹10.0 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹10.1 LRejected-Finance AMBALA CANTT AMBALA HARYANA | ₹10.1 L | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Jeeva Geo Infratech L1 | PARVEEN DHULL CONTRACTOR L3 | Narender 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 | Job | 23,000 ₹23,000 | 20,000 ₹20,000 | 50 ₹50 |
| 2.00 | 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. | 1 | Job | 7,000 ₹7,000 | 4,000 ₹4,000 | 1,500 ₹1,500 |
| 3.00 | Supplying and jointing 4 core Service Cable 25 sq mm of approved make with bare bunched aluminium conductor insulator and sheathed with PVC etc. With voltage grade 1100 volts marked with IS 694:1990 including cost of jointing, material, carriage, loading and unloading etc. complete in all respect to the satisfaction of Engineer-in-charge.. | 30 | Mtr | 15,600 ₹15,600 | 7,500 ₹7,500 | 14,400 ₹14,400 |
| 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 | 1 | Job | 12,500 ₹12,500 | 20,000 ₹20,000 | 50 ₹50 |
| 5.00 | Resistivity survey with deep penetration, generatorr operated, D.C. resistivity meter to know the type of sub surface strata at different depths. Quantity of water likely to be available and depth of the tubewell to be installed to obtain fresh water in required quantity including transportation of equipments and manpower, submission of hard copy of resistivity survey with relevant technical data complete in all respect to the satisfaction of Engineer-in-charge. | 1 | Job | 19,500 ₹19,500 | 25,000 ₹25,000 | 50 ₹50 |
| 6.00 | 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 on the logging result. | 1 | Job | 15,000 ₹15,000 | 5,000 ₹5,000 | 15,000 ₹15,000 |
Tender Value
₹10.5 L
EMD Value
₹20,996
Closing Date
10 Feb 2026, 11:00 amClosed
JAGDEEP
Sonepat (Mech.) PHED
Bhainswal Kalan Bawla Rough Cost Estimate for Providing One No. Deep Tubewell with rising main in Village Bhainswal Kalan Bawla
2026_HRY_500440_1
20262C662482 1B95 4B9F 9F1E 23A7376226021701PUH
Open Tender
Civil Works
300 days
BHAINSWAL BAWLA BHAINSWAL BAWLA
Bhainswal Kalan Bawla Rough Cost Estimate for Providing One No. Deep Tubewell with rising main in Village Bhainswal Kalan Bawla
2 documents required · 2 mandatory
₹1,000
₹20,996
Yes
16 Mar 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
10 Feb 2026
3 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.
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.
Supplying and jointing 4 core Service Cable 25 sq mm of approved make with bare bunched aluminium conductor insulator and sheathed with PVC etc. With voltage grade 1100 volts marked with IS 694:1990 including cost of jointing, material, carriage, loading and unloading etc. complete in all respect to the satisfaction of Engineer-in-charge..
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
Resistivity survey with deep penetration, generatorr operated, D.C. resistivity meter to know the type of sub surface strata at different depths. Quantity of water likely to be available and depth of the tubewell to be installed to obtain fresh water in required quantity including transportation of equipments and manpower, submission of hard copy of resistivity survey with relevant technical data complete in all respect to the satisfaction of Engineer-in-charge.
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 on the logging result.
Percentage BoQ
BoQ_Ver3.0
Bhainswal Kalan Bawla: Rough Cost Estimate for Providing One No. Deep Tubewell with rising main in Village Bhainswal Kalan Bawla.
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