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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹10.0 L
EMD Value
₹25,000
Closing Date
5 Sept 2018, 3:00 pmClosed
The Executive Engineer,PWD road division Kollam
PWD road division Kollam
Sabarimala 2018-19 Providing bit Chipping Carpet to Alimukku - Karavoor road Ch. 0/000 to 4/200
2018_PWD_230049_1
172/Et/EE/2018-19
Open Tender
Civil Works - Roads
Item Rate
60 days
Kollam
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,250
Yes
The Executive Engineer,PWD road division Kollam
₹25,000
Yes
4 Apr 2024
27 Aug 2018
10 Sept 2018
27 Aug 2018
5 Sept 2018
27 Aug 2018
Amount
Resurfacing damaged portion
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.
55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.
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. <br> By Manual Means.
10.3 : Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
LINESH KUMAR B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_305736.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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