Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC 3812 2 KUMHAR MOHALA AMBALA CITY 134003 | AMBALA CITY | AMBALA | HARYANA | 134003 | ₹7.8 L | L1 | Accepted-AOC Award |
| 2 | L2₹7.8 LRejected-Finance 164 A 11 GALI NO 3 RISHI NAGAR KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | ₹7.8 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | PARAMJEET JAGLAN L1 | M R CONSTRUCTION COMPANY KAITHAL 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. | 25,000 ₹25,000 | 25,000 ₹25,000 |
| 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 | 9,000 ₹9,000 | 9,500 ₹9,500 |
| 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 | 20,000 ₹20,000 | 20,000 ₹20,000 |
| 4.00 | 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.. | 25 | Mtr | 8,125 ₹8,125 | 8,125 ₹8,125 |
| 5.00 | 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 | No. | 3,000 ₹3,000 | 3,000 ₹3,000 |
| 6.00 | 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. | 25,000 ₹25,000 | 25,000 ₹25,000 |
Tender Value
₹7.1 L
EMD Value
₹14,176
Closing Date
19 Mar 2026, 11:00 amClosed
JAGDEEP
Sonepat (Mech.) PHED
Digoh Estimate for Providing And Installing of One No Deep Tubewell in place of Failure Tubewell, Providing and laying of water supply pipeline construction of Pump Chamber and Boundary wall at village Diogh Tehsil Tohana Distt. Fatehabad
2026_HRY_508304_1
202684BFAA34 9B11 45A0 B08D 38AD93807FD11701PUH
Open Tender
Civil Works
30 days
DIGOH
Digoh Estimate for Providing And Installing of One No Deep Tubewell in place of Failure Tubewell, Providing and laying of water supply pipeline construction of Pump
Chamber and Boundary wall at village Diogh Tehsil Tohana Distt. Fatehabad
2 documents required · 2 mandatory
₹1,000
₹14,176
Yes
7 Apr 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
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.
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..
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
Percentage BoQ
BoQ_Ver3.0
Digoh Estimate for Providing And Installing of One No Deep Tubewell in place of Failure Tubewell, Providing and laying of water supply pipeline construction of Pump Chamber and Boundary wall at village Diogh Tehsil Tohana Distt. Fatehabad
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
HSR Itmes
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
techsummary_587073.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.82 MB
BOQ_587073.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid