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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | L1 | Accepted-AOC ENCLOSEDS | |
| 2 | L2₹5.7 L+₹21,197.67 (3.85%)Rejected-AOC KALLIMEL P O | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC ENCLOSEDS | |
| 3 | L3₹5.9 L+₹40,953.40 (7.44%)Rejected-AOC | L3 | Rejected-AOC ENCLOSEDS |
Tender Value
₹5.9 L
EMD Value
₹14,819
Closing Date
15 Jul 2023, 6:00 pmClosed
AE
MVK BP
Mavelikara BPChakkumoodu jn Chala kshethram road re-tarring Irish concreting .
2023_LSGD_586247_9
04/2023-24/AE/MVKBP
Open Tender
Civil Works - Roads
Item Rate
180 days
MVKBP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,819
Yes
24 Aug 2023
7 Jul 2023
20 Jul 2023
7 Jul 2023
15 Jul 2023
7 Jul 2023
Amount
Road retarring& berm concreting
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> 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)
OD8492/2023-2024:supplying and fixing Name Board as per the direction of engineer in charge
KESAVAN MOHANDAS
RAJEEV. R
Bidder Name
KESAVAN MOHANDAS
anadarajan
RAJEEV. R
stage.html
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finance_867132.pdf
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