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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC 00 DUDHEBHAVI KAVTHEMAHANKAL SANGLI SANGLI MAHARASHTRA 416403 | SANGLI | MAHARASHTRA | 416403 | L1 | Accepted-AOC Work awarded to L1 bidder | |
| 2 | L2₹53.9 L+₹30.0 L (125.5%)Rejected-Finance | L2 | Rejected-Finance Being L2 bid rejected |
Tender Value
₹26.1 L
EMD Value
₹52,106
Closing Date
4 Sept 2024, 5:00 pmClosed
Maintenance Superintendent, KGS-1 and 2
NPCIL, Kaiga Site, Kaiga, Karwar, Uttara Kannada.
Crack filling and Injection Grouting by Ultra-Low Viscosity PU grout in stressing gallery of Reactor Building at KGS Unit-2, Kaiga.
2024_NPCIL_194920_2
CPPP/2024/027
Open Tender
Civil Works - Buildings
Item Rate
91 days
Kaiga Site
Experience in carrying out the jobs of epoxy / polyurethane grouting.
4 documents required · 4 mandatory
₹0
₹52,106
Office of Head CTC, Plant site
20 Dec 2024
8 Aug 2024
7 Sept 2024
8 Aug 2024
4 Sept 2024
21 Aug 2024
8 Aug 2024 - 16 Aug 2024
19 Aug 2024
Amount
Sealing of Cracks (V-groove): Make V-groove of size 15 mm wide and 10 mm deep approximately along the cracks manually using chisel and hammer or by using groove cutting machine, clean the V-groove using air jet and make them dirt & dust free. While fixing the nozzles along the V- grooves, simultaneously seal the V-groove using non-shrink two component epoxy putty to the concrete surface level.The rate shall include cost of all required material, machinery, tool,tackles , all consumables and labour wages etc ., Complete all as per specification and as directed by the Engineer-In-Charge at all heights / lifts and at all locations.
Fixing Nozzles for Injection Grouting: Drill holes of 12/14 mm dia along the cracks (V-groove) at an interval of 500 mm c/c for about 50 mm to 80mm deep, clean the holes using air jet and make them dirt & dust free. Fix the PVC nozzles/packers having non-returnable valves for pressure grouting using non-shrink two component epoxy putty . The rate shall include cost of all required material, machinery, tool,tackles , all consumables and labour wages etc ., Complete all as per specification and as directed by the Engineer-In-Charge at all heights / lifts and at all locations.
Injection Grouting of Ultra-Low Viscosity PU grout: Pressure grouting by two component Ultra-Low Viscosity PU grout having a viscosity less than 100 mPa.sec and hardens in both dry and wet conditions to form an elastic and flexible gel-like material, through pre-fixed nozzles/packers as per manufacturer's guidelines using a special two-comparment grouting pump, under pressure ( 2-3Kg/Sqcm) as per Technical specifications. Remove the nazzles/packers next day by cutting and seal it with non-shrink epoxy putty to the concrete surface level. The PU grout shall have the following Technical specification. Material- Two component PU grout of low viscosity Viscosity-<100 mPa.sec. Density-1.05 gm/cm3 Mixing ratio-1:1 parts by volume Application temperature->5oC Pot life-30 minutes. The rate shall include cost of all required material, machinery, tool,tackles , all consumables and labour wages etc ., Complete all as per specification and as directed by the Engineer-In-Charge at all heights / lifts and at all locations.
Sundaram Associates
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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