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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
6 May 2022, 4:30 pmClosed
EXECUTIVE ENGINEER PHE GROUND WATER DIVISION SRG
PHE JAL SHAKTI GROUND WATER DIVISION SRINAGAR
Construction of (01 No) 125 mm dia machine drilled hand pump at Fire and Emergency Services building at Sallar Anantnag
2022_PHE_167096_1
e-N.I.T.No -PHE/GWDS/ 04 of 04/2022
Open Tender
Drilling Works
Item Rate
21 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE ENGINEER PHE GROUND WATER DIVISION SRG
₹6,000
17 May 2022
19 Apr 2022
7 May 2022
19 Apr 2022
6 May 2022
20 Apr 2022
Amount
Drilling/boring of 125mm dia bore hole well for construction of tube wells. The job shall be inclusive of all logistic support in terms of men, machinery and stores at site. The charges on account of loading/ unloading, shifting of men & machinery shall be arranged by the firm. The bore has to be cased simultaneously vide drilling in case of ODEX drilling or cased at the completion of drilling in open drilling. The specifications of the bore well shall be as under; i. Min. dia of the each bore well……..150 mm ii. Max Depth of the Bore ………….. 60 Mtr iii. Dia. Of MS pipe to be used………125mm iv. Class of pipe……….. “C” Class v. Sample collection of starta to be collected for examination………….after every 10 feet. vi. Drilling/boring method to be used…….Air Rotary (preferably) Providing, fitting and lowering of 125mm dia (Nominal) MS casing pipe. The pipe shall be plane and beveled ended. The pipe shall be lowered up to the desired level BGL. The average length of each pipe shall not exceed 3.00 Mts. The welding electrodes used for welding the pipe shall confirm to relevant IS codes. The pipe is to be provided by firm.
Providing, fitting, installation, testing and commissioning of Mark II hand pump Assembly comprising of cylinder, Head, Handle Assembly, front cover, Handle-Axel, washer Nuts and Bolts, riser pipes and connecting rods.
Providing and laying of circular cement block of 1.5m dia and 0.3 m (1ft) deep in a mix of 1:3:6 to adequate the strength to act as sanitary block for the well and grout the hand pump assembly in order to make it robust to resist shock load observed while pumping not available the surface area is adjusted accordingly. The block comprises mud mat of 4 inch height and then laying of 8 inch cement concrete with suitable drainage.
M/S SHAKEEL UR REHMAN
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