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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical NO CDR |
Tender Value
₹22.1 L
EMD Value
₹44,280
Closing Date
24 Jul 2020, 2:00 pmClosed
EXECUTIVE ENGINEER PHE GROUND WATER DIVISION SXR
EXECUTIVE ENGINEER PHE GROUND WATER DIVISION SXR
Construction of Production Tube Well at Nr. Sports Stadium Sheikhpora District Budgam.
2020_PHE_100680_1
E-NIT No -PHE/GWDS 13 of 07/2020 Dated 17 -07-2
Open Tender
Drilling Works
Item Rate
30 days
BUDGAM
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
EXECUTIVE ENGINEER PHE GROUND WATER DIVISION SXR
₹44,280
Yes
7 Aug 2020
18 Jul 2020
25 Jul 2020
18 Jul 2020
24 Jul 2020
18 Jul 2020
18 Jul 2020 - 24 Jul 2020
Amount
PART "B" (GRAVEL PACKED) Artificial Gravel Packed Production Well: Construction of production well based on results of exploration data by a suitable method of drilling viz Direct circulation method / Reverse circulation method up to the desired depth as per the relevant IS codes of practice for construction and testing of tube wells / Bore wells, with time to time amendments in all kinds of soils , Boulders , Rocks , Collapsible strata , saturated soils etc with the requisite accessories required there of including Bentonite mud , foam , water Lubricants etc. The drilled bore hole is reamed up for open drilling and completed to the desired depth. Dia of Well …….. ≥ 500/550 mm
Providing, fitting of Heavy duty 300mm dia (8 mm thickness) MS Casing pipe confirming to Relevant IS Codes with time to time amendments. The welding electrodes used for welding the casing pipes together are super bond / Esab /L&T only. The jigs and fixtures for lowering the casing pipe are provided by the firm. Class of pipe …. C class conforming to IS:1239 (Part Ist ) 2004,equivalent to BS -1387/1985. Acceptable make for Pipe….. Jindal /Prakash-Surya /TATA Note: The pipe has to be provided by the firm and the rates quoted are inclusive of p/f of pipes Note: The stated quantities can change/vary depending upon the site conditions.
Providing, fitting of Heavy duty 300mm dia (8 mm thickness) MS Casing slotted / strainer pipes also confirming to Relevant IS Codes at the site of well Construction of well. The welding electrodes used for welding the casing pipes together are super bond / Esab /L&T only. The jigs and fixtures for lowering the casing pipe are provided by the firm. Class of pipe …. C class conforming to IS:1239 (Part Ist ) 2004,equivalent to BS -1387/1985. Acceptable make for Pipe….. Jindal /Prakash-Surya /TATA Note: The pipe has to be provided by the firm and the rates quoted are inclusive of p/f of pipes Note: The stated quantities can change/vary depending upon the site conditions.
Providing, fitting of Heavy duty 250mm dia (8 mm thickness) MS Casing pipe confirming to Relevant IS Codes with time to time amendments . The welding electrodes used for welding the casing pipes together are super bond / Esab /L&T only. The jigs and fixtures for lowering the casing pipe are provided by the firm. Class of pipe …. C class conforming to IS:1239 (Part Ist ) 2004,equivalent to BS -1387/1985. Acceptable make for Pipe….. Jindal /Prakash-Surya /TATA Note: The pipe has to be provided by the firm and the rates quoted are inclusive of p/f of pipes Note: The stated quantities can change/vary depending upon the site conditions.
Providing, fitting of Heavy duty 250mm dia (8 mm thickness) MS Casing slotted / strainer pipes also confirming to Relevant IS Codes at the site of well Construction of well. The welding electrodes used for welding the casing pipes together are super bond / Esab /L&T only. The jigs and fixtures for lowering the casing pipe are provided by the firm. Class of pipe …. C class conforming to IS:1239 (Part Ist ) 2004,equivalent to BS -1387/1985. Acceptable make for Pipe….. Jindal /Prakash-Surya /TATA Note: The pipe has to be provided by the firm and the rates quoted are inclusive of p/f of pipes Note: The stated quantities can change/vary depending upon the site conditions.
The annular space between the casing pipe and the well surface has to be filled with a gravel pack to act as a filter medium. The gravel, to be used in tube well, is specified in Relevant IS Codes. (Quantity shall be subject to the actual measurements at site)
The well is to be developed using compressed air from an Air Compressor of adequate capacity and pressure rating. As the water becomes clear, surging or backwashing is done to make the development more perfect. The final discharge should be free from sand. The physic-chemical analysis of water sample tested has to be as per the specified IS Codes. After completion of development the well is tested for its performance that is yield characteristics and efficiency. The water has to be disinfected after completion of test for yield to ensure that the quality of water and as laid down as per specified IS Standards. The grouting and sealing of tube well has to be done to ensure safe sanitary conditions. An apron around the well (mix of M 10 grade) and slopping away from it to protect the well from pollution to be constructed to prevent contaminated water flowing back into it. The casing pipe has to be anchored within the apron by welding ISMC 150 steel bracing with cleats and sufficient welding area 2 meters length each bracing embedded within the apron (4 bracings). The complete well thus completed handed over to the territorial Mechanical Division for harnessing. The job includes P/F of bail plug as per site requirements. Technical Specifications: Minimum Run for compressor……40 Hrs. Yield Test for water (till desired Results)….. Min 30 Hrs. i. Apron Size = 2.5 mtr × 2.5 mtr. ii. Apron depth at skirt = 300 mm. iii. Apron depth at well casing = 350 mm.
M/S GOLDEN ENGINEERING BORE WELLS
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