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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC First lowest. Executed Agreement. |
| 2 | L2₹9.5 L+₹215 (0.02%)Rejected-AOC | ₹9.5 L+₹215 (0.02%) | L2 | Rejected-AOC Second lowest |
| 3 | L3₹9.8 L+₹26,850 (2.81%)Rejected-AOC | ₹9.8 L+₹26,850 (2.81%) | L3 | Rejected-AOC Third lowest |
| 4 | L4₹10.1 L+₹51,600 (5.41%)Rejected-Finance | ₹10.1 L+₹51,600 (5.41%) | L4 | Rejected-Finance Fourth lowest |
Tender Value
₹8.9 L
EMD Value
₹22,265
Closing Date
14 Nov 2019, 2:30 pmClosed
Assistant Executive Engineer City Roads Sub Divisi
Office of the Assistant Executive Engineer City Roads Sub Division, TVPM
Providing bit CC to Kunjalumoodu NGO Quarters road from CH 0/000 to 1/000 (1 km)
2019_PWD_317558_1
PWD/2019-2020/4844/TVMCT
Open Tender
Civil Works - Roads
Item Rate
60 days
Kunjalumoodu NGO Quarters road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,965
online
₹22,265
6 Jan 2020
5 Nov 2019
16 Nov 2019
5 Nov 2019
14 Nov 2019
5 Nov 2019
Amount
Road Work
3.1 : Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)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)Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.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.
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.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.
55.1.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.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.
VIJAYAKUMARAN ASARI K
N SASIKUMAR
RADHAKRISHNAN SUKUMARAN NAIR
Bidder Name
SOMASEKHARAN NAIR GOPALA PILLAI
RADHAKRISHNAN SUKUMARAN NAIR
N SASIKUMAR
VIJAYAKUMARAN ASARI K
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