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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC KARUKAMALAYIL PERUMBAIKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L1 | Accepted-AOC accepted vide resolution no. 4 dtd 25/01/2024 | |
| 2 | L2₹9.1 L+₹61,972.05 (7.30%)Rejected-Finance | L2 | Rejected-Finance second highest bidder |
Tender Value
₹7.7 L
EMD Value
₹19,309
Closing Date
12 Oct 2023, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Ettumanoor Municipality
Annual Plan Pro no. 316/23-24 MammoduPullattukala road re-tarring and irish and chappath concrete ward 20 at Ettumanoor Municipality Re-tarring and Irish and chappath concrete ward 20 General Civil Work 1
2023_LSGD_608620_1
E1-6795/23 (2)- 12
Open Tender
Civil Works - Roads
Item Rate
180 days
ETTUMANOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,705
Yes
₹19,309
Yes
16 Apr 2024
4 Oct 2023
13 Oct 2023
4 Oct 2023
12 Oct 2023
4 Oct 2023
Amount
RE-TARRING and IRISH ,CHAPPATH
OD86753/2023-2024:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
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.
75.5.5.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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.11.1.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)
OD168321/2023-2024:S/F information board 75x60 cm using G I pipe as post and 1mm thick MS sheet surrounded by MS angles 1ncluding painting ,letteringand fixing in concrete etc as per the direction of eic
Biju Mathew
Bidder Name
SajeeshLukose
Biju Mathew
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_908465.pdf
boq_comp_chart.xlsx
xlsx
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