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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.6 L+₹41,864.40 (3.74%)Rejected-Finance | L2 | Rejected-Finance Lowest tender accepted by the grama panchayath | |
| 3 | L3₹12.1 L+₹88,404.25 (7.89%)Rejected-Finance KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | L3 | Rejected-Finance Lowest tender accepted by the grama panchayath |
Tender Value
₹13.7 L
EMD Value
₹34,216
Closing Date
22 Aug 2023, 9:00 amClosed
REMYA T V
Assistant Engineer, LSGD KinanaoorKarinthalam GP
KOYITHATTA ANDOL ROAD IMPROVEMENT
2023_LSGD_595312_16
AE/LSGD/KKGP/2/TN/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
KINANOOR KARINTHALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹34,216
Yes
18 Nov 2023
15 Aug 2023
25 Aug 2023
15 Aug 2023
22 Aug 2023
15 Aug 2023
Amount
RETARING
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<br> 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 <br> 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)
BABU M JOSEPH
MUKESH VARKEY
Bidder Name
BABU M JOSEPH
MUKESH VARKEY
ANEESH KUMAR C N
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finance_883560.pdf
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