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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹36.7 L+₹95,100.90 (2.66%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹33.1 L
EMD Value
₹50,000
Closing Date
6 Sept 2022, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD NH Division Muvattupuzha
BC patch for the proper maintenance of the road stretch to enhance the road safety and traffic safety Provisions included in te estimate are WMM Prime coat Tack coat BM and BC
2022_PWD_506214_1
PWD/NH/TR/16737/2022_5_1_1/1
Open Tender
Civil Works - Highways
Item Rate
180 days
NH 183 from Ch 106 800 to 115 00
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
18 Oct 2022
31 Aug 2022
12 Sept 2022
31 Aug 2022
6 Sept 2022
31 Aug 2022
Amount
PATCH WORK
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
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.
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.
OD121022/2022-2023: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 (VG40), 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)
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material
5.6.2.a:Providing and laying bituminous concrete 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( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
Reji T Chacko
Bidder Name
Reji T Chacko
SAJI T CHACKO
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finance_724931.pdf
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