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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC accepted as lowest tender | |
| 2 | L2₹11.8 L+₹10.8 L (1066.9%)Rejected-AOC | L2 | Rejected-AOC accepted as second lowest tender | |
| 3 | L3₹11.9 L+₹10.9 L (1079.2%)Rejected-AOC PALLITHARA VEEDU VALICODE OSM | KERALA | L3 | Rejected-AOC rejected |
Tender Value
₹11.8 L
EMD Value
₹29,433
Closing Date
25 Oct 2022, 6:00 pmClosed
SANAL KUMAR S K
AE LID EW OSM GP
KURAVARA KANAKODE ROAD RE TARRING
2022_LSGD_515971_1
01/2022/AE/LID EW/OSMGP
Open Tender
Civil Works - Roads
Item Rate
120 days
OSM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,433
Yes
6 Dec 2022
15 Oct 2022
27 Oct 2022
15 Oct 2022
25 Oct 2022
15 Oct 2022
Amount
Road Retar
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD56397/2022-2023: Supplying and Fixing Name Board of size 75*60 cm installed in the appropriate place visible to the public, made of masonry, with granite plate inserted and letters carved
SREEKUMARAN NAIR
H.CHANDRAN
Bidder Name
S.R.SATHYASEELAN
H.CHANDRAN
SREEKUMARAN NAIR
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finance_740011.pdf
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