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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC Lowest rate Quoted | |
| 2 | L2₹4.5 L+₹1,006.44 (0.23%)Rejected-AOC | L2 | Rejected-AOC Higher rate quoted than L1 |
Tender Value
₹4.5 L
EMD Value
₹6,692
Closing Date
24 Nov 2021, 5:00 pmClosed
Assistant Executive Engineer
Office of the AEE PWD Roads sub division, Kannur
GENERAL-BT Patches and strip bt to valapattanam ferry road km 0/000 to 0/540- SLTF 2021-2022 BT Patches and strip bt to valapattanam ferry road km 0/000 to 0/540- General Civil Work
2021_PWD_453346_1
PWD/RB/TR/101316/2021_5_2_2/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Kannur
Please refer Tender documents.
12 documents required · 12 mandatory
₹985
Yes
₹6,692
Yes
5 Jan 2022
12 Nov 2021
25 Nov 2021
12 Nov 2021
24 Nov 2021
12 Nov 2021
Amount
BT Patch
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
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.
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.
PRASAD V V
Bidder Name
BIJU K K
PRASAD V V
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_648155.pdf
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