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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC AMBALA CANTT AMBALA HARYANA | L1 | Accepted-AOC Award | |
| 2 | L2₹43.6 L+₹5.1 L (13.3%)Rejected-Finance GALI NO 6 RISHI NAGAR KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | L2 | Rejected-Finance Reject | |
| 3 | Not Admitted-Fee/PreQual/Technical SHOP NO 3 GEETA MANDIR ROAD PANIPAT 132103 | PANIPAT | HARYANA | 132103 | - | Not Admitted-Fee/PreQual/Technical Others-experience of drilling of tube well not attached |
| Sl No | Description | Qty | Unit | Jeeva Geo Infratech L1 | Deepak Sharma Contractor L2 |
|---|---|---|---|---|---|
| 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. | 1 | No. | 30,000 ₹30,000 Lowest | 30,000 ₹30,000 Lowest |
| 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. | 1 | Job | 22,000 ₹22,000 Lowest | 25,000 ₹25,000 |
| 3.00 | Resistivity survey with deep penetration, generator 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 | 30,000 ₹30,000 Lowest | 35,000 ₹35,000 |
| 4.00 | 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 | 5,500 ₹5,500 Lowest | 10,000 ₹10,000 |
| 5.00 | 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 | No. | 45,000 ₹45,000 Lowest | 50,000 ₹50,000 |
| 6.00 | Drilling of 7 inch (177.80 mm) dia test bore by hydraulic rotary drilling (reverse circulation method) percussion rig according to ISI specification No. 2800-1991 (Part-I) as amended up to date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders up to 125 mm dia except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back including cost of lowering of all size of casing pipe while boring and extracting the same against earth friction etc. complete to the satisfaction of the Engineer-in-charge. | 460 | Mtr | 7,13,000 ₹7,13,000 Lowest | 9,20,000 ₹9,20,000 |
| 7.00 | Drilling for enlargement of dia of test bore from 7 inch (177.80mm) to 24 inch (609.60mm) dia (If test bore is successful) by hydraulic rotary drilling (reverse circulation method) percussion rig according to ISI specification No. 2800-1991 (Part-I) as amended up to date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders up to 125 mm dia except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back including cost of lowering of all size of casing pipe while boring and extracting the same against earth friction etc. complete to the satisfaction of the Engineer-in-charge. | 460 | Mtr | 4,55,400 ₹4,55,400 Lowest | 6,67,000 ₹6,67,000 |
Tender Value
₹25.9 L
EMD Value
₹51,867
Closing Date
12 Aug 2025, 11:00 amClosed
JAGDEEP
Sonepat (Mech.) PHED
SAMAR GOPALPUR KHURD Providing and Installation of 1 No. Deep Tubewell Near Water Works with connecting pipe for (extra arrangement of drinking water for summer season) water supply scheme Village SAMAR GOPALPUR KHURD, Distt. Rohtak
2025_HRY_462928_1
2025AE2E3F3E 5B72 4974 A7B9 E7843F02C34C1701PUH
Open Tender
Civil Works
Works
60 days
SAMAR GOPALPUR KALAN
SAMAR GOPALPUR KHURD Providing and Installation of 1 No. Deep Tubewell Near Water Works with connecting pipe for (extra arrangement of drinking water for summer season) water supply scheme Village SAMAR GOPALPUR KHURD, Distt. Rohtak
2 documents required · 2 mandatory
₹2,500
₹51,867
Yes
6 Oct 2025
4 Aug 2025
12 Aug 2025
4 Aug 2025
12 Aug 2025
4 Aug 2025
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.
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.
Resistivity survey with deep penetration, generator 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 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.
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
Drilling of 7 inch (177.80 mm) dia test bore by hydraulic rotary drilling (reverse circulation method) percussion rig according to ISI specification No. 2800-1991 (Part-I) as amended up to date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders up to 125 mm dia except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back including cost of lowering of all size of casing pipe while boring and extracting the same against earth friction etc. complete to the satisfaction of the Engineer-in-charge.
Drilling for enlargement of dia of test bore from 7 inch (177.80mm) to 24 inch (609.60mm) dia (If test bore is successful) by hydraulic rotary drilling (reverse circulation method) percussion rig according to ISI specification No. 2800-1991 (Part-I) as amended up to date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders up to 125 mm dia except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back including cost of lowering of all size of casing pipe while boring and extracting the same against earth friction etc. complete to the satisfaction of the Engineer-in-charge.
Bidder Name
Amount
Jeeva Geo Infratech (GSTN-06AAPFJ2756D1ZB) BID ID -1314775
Deepak Sharma Contractor (GSTN-NA) BID ID -1314926
Deepak Sharma Contractor (BID ID -1314926)
Deepak Sharma Contractor (BID ID -1314926)
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