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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 3₹16.4 L−₹15,000 (0.91%)Accepted-AOC | 3 | Accepted-AOC Awarded | |
| 2 | 1₹16.5 LRejected-Finance GURUWALI COOP LABOUR CONC SOCIETY LTD VILLAGE PO GURUWALI TARAN TARAN ROAD AMRITSAR | 1 | Rejected-Finance High Rate | |
| 3 | 2₹16.6 L+₹5,000 (0.30%)Rejected-Finance AMRITSAR | 2 | Rejected-Finance High Rate |
Tender Value
₹16.5 L
EMD Value
₹33,020
Closing Date
29 Jan 2024, 11:00 amClosed
Sukhdeep Singh Dhaliwal
Kahnuwan Road Batala
Construction of RCC OHSR of 25000 ltr litres Capacity with sill level not less than 15.50 m height upto FSL 17.20 mtr at WS Scheme Malewal Block Fatehgarh Churrian District Gurdaspur Under Head PIDB
2023_WSS_106570_3
OHSR/MALLEWAL/2023
Open Tender
Civil Works
Item Rate
90 days
Works
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹33,020
2 May 2024
20 Jan 2024
29 Jan 2024
20 Jan 2024
29 Jan 2024
20 Jan 2024
Amount
Construction of 1 No 25 KL 25000 Ltr Capcity with sill level not less than 15.50 mtr height up to 17.20 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K-9 D/F expansion joints latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and C.I/D.I. D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow DI double flanged pressure pipes DI K-9 horizontally as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel & Providing and applying integrall crystalline slurry of hydrophilic in nature for water proffing management for vertical and crystalline slurry of hydrophilic in nature for water proffing management for verticial & horizontal surfaces and swell abletype water stop tape and painting of all complete shall be included in cost & P/F aluminum leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling, including overflow scour haudi, carriage complete in all respects.
The Guruwali Co-Operative L/C Society
THE SUN STAR COOP L/C SOCIETY
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