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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC AMBALA CANTT AMBALA HARYANA | ₹1.0 Cr | L1 | Accepted-AOC Award |
| 2 | L2₹1.2 Cr+₹21.1 L (20.9%)Rejected-Finance 164 A 11 GALI NO 3 RISHI NAGAR KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | ₹1.2 Cr+₹21.1 L (20.9%) | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Jeeva Geo Infratech L1 | M R CONSTRUCTION COMPANY KAITHAL 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. | 10 | No. | 2,50,000 ₹2,50,000 Lowest | 2,60,000 ₹2,60,000 |
| 2.00 | Providing and fixing of cast iron (C.I.) D plate of size 300mm dia x 10mm thickness having weight 7 Kg to cover the top of borehole fastened with nut and bolts and clamp placed on its top for holding the pump set and GI pipes lowered in the tubewell complete in all respect to the satisfaction of Engineer-in-charge. | 2 | No. | 17,000 ₹17,000 | 5,000 ₹5,000 Lowest |
| 3.00 | Labour for making filter on 219.10 mm dia ERW M.S. Pipe (ISI marked) with slot length 62.50mm and slot width 0.5mm to 0.75mm around the pipe by gas cutter or any suitable mechanism including cost of all consumable items complete in all respect to the satisfaction of Engineer-in-charge. | 10 | No. | 2,00,000 ₹2,00,000 | 42,000 ₹42,000 Lowest |
| 4.00 | Providing and fixing of RCC ring and cover of suitable dia. To avoid intrusion of surface runoff of rainfall inside the borehole, including all fixtures, complete in all respects.. | 2 | No. | 30,000 ₹30,000 | 25,000 ₹25,000 Lowest |
| 5.00 | Providing and fixing of 2” i/d nipple made out of G.I. pipe class B and welded with flange having holes for fasting with pipe and threaded at other end with 8 threads in one inch (25mm) complete in all respect to the satisfaction of Engineer-in-charge. | 2 | No. | 2,400 ₹2,400 Lowest | 7,000 ₹7,000 |
| 6.00 | Providing and fixing of Odex casing shoe of Proper Size and ISI make complete in all respect. | 2 | Job | 30,000 ₹30,000 Lowest | 39,000 ₹39,000 |
| 7.00 | Providing and Fixing / lowering 7” (180 mm) Dia M. S Pipe of thickness 6.4mm of 6 meter long marked IS 4270 as required for covering loose formation of soil during drilling process including enlarging the existing drilling size at any depth to cover the loose formation of bore complete in all respect | 48 | Mtr | 1,87,200 ₹1,87,200 Lowest | 2,01,600 ₹2,01,600 |
| 8.00 | Drilling of 300 mm dia bore by DTH for drilling according to ISI specification No. 2800-1991 (Part-1) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils 190mm dia bore by DTH in hard rocky strata including the cost of all consumable store, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back complete in the satisfaction of the Engineer-in-charge. | 560 | Mtr | 10,69,600 ₹10,69,600 Lowest | 17,92,000 ₹17,92,000 |
| 9.00 | 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. | 10 | Job | 2,50,000 ₹2,50,000 Lowest | 2,60,000 ₹2,60,000 |
| 10.00 | 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. | 8 | No. | 30,400 ₹30,400 Lowest | 2,48,000 ₹2,48,000 |
Tender Value
₹92.2 L
EMD Value
₹1.8 L
Closing Date
14 May 2026, 11:00 amClosed
JAGDEEP
Sonepat (Mech.) PHED
Providing and installation of 10 no. tubewell under the jurisdiction of PHESD Jind suspence Head 8 no tubewell RR and 2 No tubewell DTH along with pumping machineries complete in all respect.
2026_HRY_519412_1
20263E95BFD0 A6CA 4A1F B471 BB30C7A51F2D1701PUH
Open Tender
Civil Works
Works
365 days
AHIRKA BARODI BARSOLA BOHATWALA DALAMWALA DAR
Providing and installation of 10 no. tubewell under the jurisdiction of PHESD Jind suspence Head 8 no tubewell RR and 2 No tubewell DTH along with pumping machineries complete in all respect.
2 documents required · 2 mandatory
₹5,000
₹1.8 L
Yes
13 Aug 2026
4 May 2026
14 May 2026
4 May 2026
14 May 2026
4 May 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. | 10 | No. | - | - |
| 2 | Providing and fixing of cast iron (C.I.) D plate of size 300mm dia x 10mm thickness having weight 7 Kg to cover the top of borehole fastened with nut and bolts and clamp placed on its top for holding the pump set and GI pipes lowered in the tubewell complete in all respect to the satisfaction of Engineer-in-charge. | 2 | No. | - | - |
| 3 | Labour for making filter on 219.10 mm dia ERW M.S. Pipe (ISI marked) with slot length 62.50mm and slot width 0.5mm to 0.75mm around the pipe by gas cutter or any suitable mechanism including cost of all consumable items complete in all respect to the satisfaction of Engineer-in-charge. | 10 | No. | - | - |
| 4 | Providing and fixing of RCC ring and cover of suitable dia. To avoid intrusion of surface runoff of rainfall inside the borehole, including all fixtures, complete in all respects.. | 2 | No. | - | - |
| 5 | Providing and fixing of 2” i/d nipple made out of G.I. pipe class B and welded with flange having holes for fasting with pipe and threaded at other end with 8 threads in one inch (25mm) complete in all respect to the satisfaction of Engineer-in-charge. | 2 | No. | - | - |
| 6 | Providing and fixing of Odex casing shoe of Proper Size and ISI make complete in all respect. | 2 | Job | - | - |
| 7 | Providing and Fixing / lowering 7” (180 mm) Dia M. S Pipe of thickness 6.4mm of 6 meter long marked IS 4270 as required for covering loose formation of soil during drilling process including enlarging the existing drilling size at any depth to cover the loose formation of bore complete in all respect | 48 | Mtr | - | - |
| 8 | Drilling of 300 mm dia bore by DTH for drilling according to ISI specification No. 2800-1991 (Part-1) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils 190mm dia bore by DTH in hard rocky strata including the cost of all consumable store, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back complete in the satisfaction of the Engineer-in-charge. | 560 | Mtr | - | - |
| 9 | 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. | 10 | Job | - | - |
| 10 | 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. | 8 | No. | - | - |
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