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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.7 LAccepted-AOC | L-1 | Accepted-AOC Found Lowest One | |
| 2 | L-2₹9.9 L+₹2.2 L (28.7%)Rejected-Finance VILLAGE P O SALGRAN TEHSIL UDAIPUR DISTRICT LAHAUL SPITI H P | LAHUL AND SPITI | HIMACHAL PRADESH | 172111 | L-2 | Rejected-Finance High rate quoted | |
| 3 | L-3₹10.6 L+₹2.9 L (38.2%)Rejected-Finance | L-3 | Rejected-Finance High rate quoted | |
| 4 | L-4₹12.1 L+₹4.5 L (58.2%)Rejected-Finance | L-4 | Rejected-Finance High rate quoted |
Tender Value
₹12.2 L
EMD Value
₹24,360
Closing Date
2 Mar 2023, 5:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION PALAMPUR
Restoration of rain damages to water supply scheme Andretta Agojar and Biara in Tehsil Palampur Distt. Kangra H. P SH Drilling lowering and development of 2 Nos. tube well 60 metre deep
2023_HPIPH_69625_1
HPIPH- 15783-15820 DATED 24.02.2023
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
90 days
PALAMPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
EXECUTIVE ENGINEER
₹24,360
Yes
19 Aug 2024
24 Feb 2023
3 Mar 2023
24 Feb 2023
2 Mar 2023
24 Feb 2023
Amount
Transportation of suitable truck/tractor mounted where only road available DTH & ODEX/Percussion Calys/RC Drilling with portable rigs alongwith necessary accessories etc. to the site of work and erection of portable rig including leveling etc. complete in all respect as per the direction of Engineer-in-charge.
Development of site inlcuding levelling at site through all kinds of roads, approaches field etc. in all leads and lifts complete in all respect as per the direction of Engineer-in-charge.
Drilling tube well of 200 mm/220 mm dia as per IS 2800-1979 using percussion/Calyx/RC/ODEX method required for drilling in collapsible strata conglomerate, boulders, pebbles, sand gravels, silt, clay etc. including cost of attachements, extra casings, consumables stores, bits, water, POL, gravel pack in a space etc. complete in all respect as per the direction of Engineer-in-charge.
a) Supply and lowering of IS makred electric resistance welded MS pipe 175 mm dia nominal size housing 6.4 mm thickness confirming to IS 4270-2001 with up to date amendments if any, 3 to 6 metres in length , welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps including cost of all cutting, threading and welding of pipes etc complete in all respect as per the direction of Engineer-in-charge.
Supply and lowering of IS-Marked electric resistance welded mild steel slotted pipe 175 milimetre dia nominal size housing, 6.4 mm thick having outside dia metre 193.70 mm screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 metres to 7.00 metres in length pipe should have 940 slots per metre as per IS-8110:1985 of 75x1.57 mm slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings, threading and welding of pipes etc. complete in all respect as per the direction of the Engineer-in-charge.
Providing and fixing casing shoe for 175 mm dia MSERW pipe as per requirement of ODEX attachement complete in all respect as per the direction of Engineer-in-charge.
Collection and preservation of soil samples in polythene bags complete in all respect as per the direction of Engineer-in-charge.
Development of tubewell and yield testing with air compressor through V notch and disinfaction etc. complet in all respects as per IS 2800-1979 and as per the direction of Engineer-in-charge.
Development of tubewell by continous over pumping method with VT pump/submersible pumps of suitable capacity not less than double the discharge esstablished by the compressor method/design discharge, untill the well is stand free as per IS-11189-1985 up to date ammendements if any, complete respect as per directions of the Engineer-in-charge, the draw down in all and discharge to be established by running the VT/submersible pump continously 8 hours in the presence of Engineer-in-charge.
Desh Raj Sharma
ABHAY SINGH
PRAGATI TOWERS CORPORATION
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