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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC 00 VILLAGE GOTHRA 127022 | CHARKI DADRI | HARYANA | 127022 | ₹7.7 L | L1 | Accepted-AOC Award |
| 2 | L2₹8.0 LRejected-Finance HOUSE NO 442 PHASE 1 SECTOR 1 HUDA NARNAUL HARYANA 123001 | NARNAUL | MAHENDRAGARH | HARYANA | 123001 | ₹8.0 L | L2 | Rejected-Finance Reject |
| 3 | L3₹9.2 LRejected-Finance 164 A 11 GALI NO 3 RISHI NAGAR KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | ₹9.2 L | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical MAIN ROAD LOHARU BHIWANI VILLAGE DHIGAWA MANDI TEHSIL LOHARU DISTRICT BHIWANI | LOHARU | BHIWANI | HARYANA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Dhareshwar Borewell Narnaul L3 | RAJENDER CONTT L2 | M R CONSTRUCTION COMPANY KAITHAL L1 |
|---|---|---|---|---|---|---|
| 1.00 | Supplying, erection, testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034-1989 (as amended upto date for pumps) and IS 9283-1979 (as amended upto date for motor) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause4 of IS 8034-1989 and Clause 4.1 of IS 9283-1979. LPM 220 Head 140 BHP 15.00 | 1 | No. | 50,000 ₹50,000 | 50,000 ₹50,000 | 55,000 ₹55,000 |
| 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. | 1 | Job | 1,000 ₹1,000 | 1,000 ₹1,000 | 100 ₹100 |
| 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 | 30 | mtr | 6,000 ₹6,000 | 6,000 ₹6,000 | 9,900 ₹9,900 |
| 4.00 | 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. | 1 | Job | 500 ₹500 | 500 ₹500 | 1,500 ₹1,500 |
| 5.00 | Providing and fixing of G.I. clamp 50mm wide and 10mm thick suitable for holding of 50mm G.I. pipe Class B and pumping machinery complete in all respect to the satisfaction of Engineer-in-charge. | 1 | No. | 500 ₹500 | 500 ₹500 | 1,500 ₹1,500 |
| 6.00 | 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. | 5 | No. | 20,000 ₹20,000 | 20,000 ₹20,000 | 500 ₹500 |
| 7.00 | 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 respect. | 1 | No. | 500 ₹500 | 500 ₹500 | 8,500 ₹8,500 |
| 8.00 | 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 | 1 | No. | 500 ₹500 | 500 ₹500 | 1,500 ₹1,500 |
| 9.00 | Providing and fixing of Odex casing shoe of Proper Size and ISI make complete in all respect. | 1 | No. | 8,000 ₹8,000 | 8,000 ₹8,000 | 5,000 ₹5,000 |
| 10.00 | 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 | 24 | mtr | 72,000 ₹72,000 | 72,000 ₹72,000 | 2,400 ₹2,400 |
Tender Value
₹9.4 L
EMD Value
₹18,757
Closing Date
19 Feb 2026, 11:00 amClosed
JAGDEEP
Sonepat (Mech.) PHED
Allaudinpur Providing and installation of 6 No. tubewell against failed
2026_HRY_502477_1
2026F4F81A8F CD7E 4485 8796 AC39BE0928AD1701PUH
Open Tender
Civil Works
30 days
BIDHNOI DHANI KHERA CHEHAR KHURD BEHAL ALLUDIN
Allaudinpur Providing and installation of 6 No. tubewell against failed
2 documents required · 2 mandatory
₹1,000
₹18,757
Yes
16 Mar 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
Supplying, erection, testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034-1989 (as amended upto date for pumps) and IS 9283-1979 (as amended upto date for motor) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause4 of IS 8034-1989 and Clause 4.1 of IS 9283-1979. LPM 220 Head 140 BHP 15.00
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.
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
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.
Providing and fixing of G.I. clamp 50mm wide and 10mm thick suitable for holding of 50mm G.I. pipe Class B and pumping machinery complete in all respect to the satisfaction of Engineer-in-charge.
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.
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 respect.
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
Providing and fixing of Odex casing shoe of Proper Size and ISI make complete in all respect.
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
Drilling of 300 mm dia bore by DTH for drilling according to ISI specification No. 2800-1991 (Part1) 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
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.
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.
Percentage BoQ
BoQ_Ver3.0
Allaudinpur Estimate for Providing and Installaton of 6 Nos. Deep tubewell (against failed) in village Behal,Dhani Kehra(Chehar kalan),Bidhnoi , Chehar Khurd , Allaudinpur and Kural, Tehsil Loharu, District Bhiwani
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