Directorate General Defence Estates Tender
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Directorate General Defence Estates - DGDE Tender
Civil And Construction
Excavation
Eprocure
Opening Date11 Jun 2024
Closing Date2 Jul 2024
Tender Amount₹ 49,99,250
Costs
EMD
₹ 99,985Document Cost
₹ 3,894Tender Fee
Refer Documents
Summary
Lcb5/e/m/deep Tubewell/2024lcb5/e/m/deep Tubewell/2024
Description
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Contact
Tender Id
2024_DGDE_658580_1Bid Award Id
ViewTender No
LCB5/E/M/Deep Tubewell/2024Tender Authority
Directorate General Defence Estates ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
Boring of Deep Tubewell by DC Rig in replacement in Mall Avenue Colony, Lucknow Cantt
BOQ Items
Reaming of pilot bore upto 675mm for 100mm from ground level
100
-
-
Reaming of pilot boreupto 525mm for 100mm from depth exceeding 100 metre to 200 metre
100
-
-
Reaming of pilot bore upto 525mm for 100mm from depth exceeding 200 metre to 300 metre
100
-
-
Reaming of pilot bore upto 525mm for 100mm from depth exceeding 300 metre to 400 metre
100
-
-
Supply and assembling including jointing, lowering & fixing in position plain mild steel sheet casing pipe 300 mm bore of thickness 7mm confirming to IS 4270-1992, pipe jointed and welded with coupler rings, welding shall be done throughout the circumference of the pipe and coupler ring both sides all as specified and directed by the Engineer-in-charge.
90
-
-
All as specified and described in serial item No. 8 here-in-before but supply assembling jointing plain mild steel sheet casing pipe 200 mm bore conforming to IS 4270-1992 complete, lowering and fixing in position after s/f of reducing socket 300mm x 200mm bore with thickness 7.04mm.
220
-
-
M&L for packing pea gravel of size 1.6-6.0mm of natural shape brought directly from river bed and packing around the casing pipe of mild steel to entire depth upto ground level
95
-
-
Developing the tube well by means with 600 PSI air compressor all as specified by Engineer-in-charge
45
-
-
Same as per item No. 11 above but by means of over pumping unit of 5cusec capacity all as directed
130
-
-
Yield test for the borewell by continuously pumping for 16 hours to determine safe operation and potable water quality
1
-
-
Supply/ Fixing cost for 200mm bail plug, 300mm well cap, MS strip for centering, I-section of 5”x2½” size of length 3m, 150mmx12mm MS iron clamps for holding 300mm bore, protection ball for safeguarding submersible pump suitable for 300mm dia housing and sample strata box
1
-
-
S/F of mild steel 200mm bore slotted pipe of thickness 7mm
60
-
-
M&L for Civil work as in foundation of bore well of size 8'X8'X1.5' with top layer of PCC of thickness 2.5" and erection of two nos. vertical RCC pillars of size 18"X18"x14' for fixing of I-section girder of size 6"X3"X3' meters on the top (heavy duty) suitable for lowering of submersible pump etc with white washing, painting etc and complete in all respect
1
-
-
S/f of Ductile Iron single socket (DI-S/S) spun pipe of dia size 150mm as per IS-8329/2000 of class K-7, ISI marked by digging earth 1 meter depth underground including refilling and levelling.
30
-
-
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