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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC | L1 | Accepted-AOC work awarded | |
| 2 | L2₹32.4 L+₹1.9 L (6.10%)Rejected-AOC | L2 | Rejected-AOC work awarded to lowest bidder |
Tender Value
₹30.6 L
EMD Value
₹45,888
Closing Date
27 Aug 2021, 3:00 pmClosed
Executive Engineer
NH(B) Division Kodungallur
36mmpatch WMM Primer coat Tack coat DBM
2021_PWD_435246_1
PWD/NH/TR/93480/2021_5_1/1
Open Tender
Civil Works - Highways
Item Rate
120 days
Kodungallur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹45,888
Yes
7 Oct 2021
16 Aug 2021
31 Aug 2021
16 Aug 2021
27 Aug 2021
16 Aug 2021
Amount
Urgent Pot hole filling work
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
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.
5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total 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. 505 complete in all respects.
sivadasan.m.s
Bidder Name
sivadasan.m.s
vinu sivadas
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_618451.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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