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Tender Value
₹38.8 L
EMD Value
₹78,000
Closing Date
26 Jun 2026, 6:00 pm
GE (AF) GURGAON
GE (AF) GURGAON
SPECIAL REPAIR TO BOREWELL AGAINST BER AT AFSSR UNDER GE (AF) GURGAON
2026_MES_770123_1
GE/GUR-/NIT-05/2026-27
Open Tender
Civil Works
180 days
GE (AF) GURGAON
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) GURGAON
₹78,000
5 Jun 2026
5 Jun 2026
29 Jun 2026
5 Jun 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Conducting Geo-hydralogical/Geo-physical ground water investigation survey in AFSSR through Government local bodies like central water commisssioner or any state/central Ground Water Boards for location of borewells with four alternative locations of various yields. The report from the concerned department shall be submitted to Engineer-in-Charge. Based on the report, the contractor should give the proposal for appropriate location which shall be approved by the Garrison Engineer.
Note :- All expenses involved for getting done the Geo-hydrological/Geo-physical ground water investigation survey through local body including inspection fees, fee for submission of application and other incidental charges if any, as required by the local bodies at various stages are to be included in the quote rate of the same. | 1 | Each Job | - | - |
| 2 | Removal of existing submersible Pump from the non working bore including the removal of column pipe upto the depth of submersible Pump, Electrical cable etc and filling the bore hole with clay ball, Sand, soil as required for the complete sealing of the bore. The cement concrete platform of 0.6 Mtr x 0.6 Mtr x 1.0 Mtr shall be casted on the top of the filled bore.
Note :- (i) The contractor may check the feasibility for the removal submersible pump & column pipe upto the depth of installed submersible pump. The quote rate should be inclusive of the same.
(ii) The payment will be made only after successful execution of the complete item | 1 | Each Job | - | - |
| 3 | M&L for Trial bore of 200 mm dia upto 200meter depth below ground level in any kind of soil strata including hard stone/boulder including electric logging, MS cap, MS flat iron clamps, reducing socket etc. | 165 | RM | - | - |
| 4Drilling/boring trial bore by reverse rotary cum percussion ring through any kind of soil, boulders, rock for a bore from 200 mm dia further expended to 300 mm dia as required at side with a provision of space for filling gravel 2 mm to 5 mm of size, and taking out of strata from the bore well every 20 mtr depth and 100 mm thick between the annular space of bore hole and tube well assembly all round for the following depth:- | |||||
| 4.01 | (a) From ground level to a depth of 30 mtr. | 30 | RM | - | - |
| 4.02 | (b) For depth exceeding 30 mtr and upto 60 mtr. | 30 | RM | - | - |
| 4.03 | (c) For depth exceeding 60 mtr and upto 90 mtr. | 30 | RM | - | - |
| 4.04 | (d) For depth exceeding 90 mtr and upto 120 mtr. | 30 | RM | - | - |
| 4.05 | (e) For depth exceeding 120 mtr and upto 165 mtr. | 45 | RM | - | - |
| 5 | Supply, lowering MS Casing pipe upto 200 mm internal dia and 8 mm wall thickness pipe conforming to ISO 9001including sockets and jointing length of pipes by socket threaded complete all as specified | 140 | RM | - | - |
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