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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.9 LAccepted-AOC | L-1 | Accepted-AOC AOC | |
| 2 | L-2₹9.2 L+₹27,380 (3.07%)Rejected-AOC | L-2 | Rejected-AOC Evaluate |
Tender Value
₹8.9 L
EMD Value
₹17,832
Closing Date
24 Oct 2023, 12:00 pmClosed
Executive Engineer
WSS Division No 3, SAS Nagar
Construction of One No. RCC Circular UGSR of 25.65 KL Capacity size 3.30 m dia Internal with 3.00 m working depth along with Pump Chamber Over UGSR contingent thereto at Village Tanda Masol
2023_WSS_111008_1
8236-37 dt 06.10.2023
Open Tender
Construction Works
Item Rate
90 days
SAS Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹17,832
4 Dec 2023
13 Oct 2023
24 Oct 2023
13 Oct 2023
24 Oct 2023
13 Oct 2023
Amount
Constructing one No. of 25.65 KL (25650 litres) Capacity with working depth 3.00 m and size measureing 3.30 mt internal dia and free board of 0.30 mt depth . Complete with ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing DI K-9 D/F expansion joints conforming to (IS-8329/2000) or 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 DI K-9 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 and overflow DI K-9 double flanged pressure pipes horizontally cast in sand moulds as per IS 7181/1986 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 & painting of all complete shall be included in cost & P/F aluminium ladder inside the UGSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 ton per sqm. In case the safe bearing capacity of soil 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 Preminum including providing and fixing automatic Electronic Water Level control Device and disposal of surplus earth within lead of 5 km, including , construction of circular shape pump chamber measuring 3.00 mt internal dia.Complete in all respects. ( including carriage)
b) That the Bidder shall review the designs and drawings provided with the Bid documents and point out deficiencies if any and that the Bidder shall be responsible for the structural stability and water tightness of the OHSR.
c) Before commencement of the work the Bidder should take the SBC of foundation soils and satisfy that the design furnished by DWSS conforms with SBC taken by DWSS.
KAMAL BORING WORKS
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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