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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC HOUSE NO 54 VILLAGE TAURU TEHSIL NUH DISTT MEWAT HARYANA 122105 | TAURU | MEWAT | HARYANA | 122105 | ₹3.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹3.2 LRejected-AOC HOUSE NO 442 PHASE 1 SECTOR 1 HUDA NARNAUL HARYANA 123001 | NARNAUL | MAHENDRAGARH | HARYANA | 123001 | ₹3.2 L | 2 | Rejected-AOC L2 |
| 3 | 3₹3.5 LRejected-AOC | ₹3.5 L | 3 | Rejected-AOC L3 |
| 4 | Rejected-Technical H NO FLOOR 1 DHAWANA REWARI HARYANA | - | - | Rejected-Technical due to Turnover and Work Experience not submit |
| 5 | Rejected-Technical H NO 13 A BHARAT COLONY 121002 | FARIDABAD | FARIDABAD | HARYANA | 121002 | - | - | Rejected-Technical due to Turnover and Work Experience not submit |
| Sl No | Description | Qty | Unit | Sh. Rahul Kumar contractor L2 | Dhareshwar Borewell Narnaul L3 | CHARAN SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Supplying, erection testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034 - 1989 (as amended up to date for pumps ) and IS 9283 – 1979 (as amended up to date for motor ) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause – 4 of IS 8034 – 1989 and clause 4.1 of IS 9283 – 1979(300 LPM 90 Mtr Head 10.00 HP) | 1 | Nos. | 65,000 ₹65,000 | 60,000 ₹60,000 | 45,000 ₹45,000 |
| 2.00 | Drilling of 609.60 mm dia bore by Direct rotary drilling rig. 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 and boulders upto 125mm dia except rocky strata including the cost of all consumable stores, fuel oils, soil, stabilizing material and transportation of rig and other accessories to the site of proposed bore and back, complete to the satisfaction of the Engineer-in-Charge | 40 | Per Metre | 1,300 ₹52,000 | 500 ₹20,000 | 900 ₹36,000 |
| 3.00 | Resistivity survey with deep penetration, generator opetared, D.C. resistivity meter to kown the type of sub surface starta 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 date complete in all repect to the satisfaction of Engineer-in-charge. | 1 | Nos. | 12,000 ₹12,000 | 10,000 ₹10,000 | 8,000 ₹8,000 |
| 4.00 | Providing and fixing of cast iron (C.I) D plate of size 300mm dia x 10mm thikness having weight 7 kg to cover the top 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 | Nos. | 300 ₹300 | 500 ₹500 | 750 ₹750 |
| 5.00 | Providing and fixing of G.I clamp 50mm wide and 10mm thick suitable for holding to 50mm G.I pipe class B and pumping machinery complete in all respect to the satisfaction of Engineer-in-charge. | 2 | Each | 2 ₹4 | 500 ₹1,000 | 500 ₹1,000 |
| 6.00 | Providing and fixing of 2` i/d nipple made out 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 | Nos. | 2 ₹2 | 500 ₹500 | 1,200 ₹1,200 |
| 7.00 | 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 | Per job | 14,000 ₹14,000 | 100 ₹100 | 20,000 ₹20,000 |
| 8.00 | 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. | 35 | Per Metre | 230 ₹8,050 | 250 ₹8,750 | 200 ₹7,000 |
| 9.00 | 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 | 18,000 ₹18,000 | 10,000 ₹10,000 | 20,000 ₹20,000 |
Tender Value
₹3.6 L
EMD Value
₹7,180
Closing Date
28 Jan 2026, 12:00 pmClosed
BHUPENDER HOODA
Rewari (GWI) PHED
Drilling of 01 No Tubewell and installation of 01 No Pumping Machinery in village Chandanwas by DR Rig
2026_HRY_498719_1
20262A2F38FE 4019 4D8A 9814 CA4B6FC4B616550PUH
Open Tender
Machineries/ Mechanical Engg Items
30 days
CHANDANWAS
Drilling of 01 No Tubewell and installation of 01 No Pumping Machinery in village Chandanwas by DR Rig
2 documents required · 2 mandatory
₹500
₹7,180
Yes
3 Feb 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
28 Jan 2026
22 Jan 2026
Supplying, erection testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034 - 1989 (as amended up to date for pumps ) and IS 9283 – 1979 (as amended up to date for motor ) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause – 4 of IS 8034 – 1989 and clause 4.1 of IS 9283 – 1979(300 LPM 90 Mtr Head 10.00 HP)
Drilling of 609.60 mm dia bore by Direct rotary drilling rig. 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 and boulders upto 125mm dia except rocky strata including the cost of all consumable stores, fuel oils, soil, stabilizing material and transportation of rig and other accessories to the site of proposed bore and back, complete to the satisfaction of the Engineer-in-Charge
Resistivity survey with deep penetration, generator opetared, D.C. resistivity meter to kown the type of sub surface starta 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 date complete in all repect to the satisfaction of Engineer-in-charge.
Providing and fixing of cast iron (C.I) D plate of size 300mm dia x 10mm thikness having weight 7 kg to cover the top 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 to 50mm G.I pipe class B and pumping machinery complete in all respect to the satisfaction of Engineer-in-charge.
Providing and fixing of 2` i/d nipple made out 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.
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 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.
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