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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC Verfied and admitted |
Tender Value
₹16.2 L
EMD Value
₹40,600
Closing Date
20 Mar 2023, 3:00 pmClosed
Executive Engineer
Project Division, Kerala Water Authority Nattika
AMRUT- 2017-18 Laying Raw Water pumping main,distribution network for in Guruvayur zone and distribution in Thaikkad zone in Thriprayar Kanjani Chavakkad Road -Road restoration work from Mamabazar to Pancharamukku road-760m(ReachIII)
2023_KWA_565873_1
49/EE/PD/NTK/2022-23
Open Tender
Civil Works - Water Works
Supply and Service
30 days
Mamabasar to Pancharamukku
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
₹40,600
20 May 2024
13 Mar 2023
21 Mar 2023
13 Mar 2023
20 Mar 2023
13 Mar 2023
13 Mar 2023 - 20 Mar 2023
Amount
Road Restoration work from Mamabazar to Pancharamuck-760m-Reach III
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
Bidder Name
JB Engineering and construction company
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_834915.pdf
boq_comp_chart.xlsx
xlsx
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