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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.8 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/182/24-25 | |
| 2 | 2₹15.7 L+₹1.9 L (13.5%)Rejected-Finance | 2 | Rejected-Finance L2 |
Tender Value
₹16.9 L
EMD Value
₹42,373
Closing Date
20 Jan 2025, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP Annual Plan (2024-25), Project No 293-25 -Renovation Of Panthavur Kakkidippuram Road - Alamkode-General Civil Work
2025_LSGD_724917_26
DB1/TN/AEE/21/24-25
Open Tender
Civil Works - Roads
Item Rate
240 days
CIVIL STATION MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹42,373
Yes
4 Mar 2025
13 Jan 2025
22 Jan 2025
13 Jan 2025
20 Jan 2025
13 Jan 2025
Amount
Panthavur Kakkadippuram Road
5.5.A.1a:Modified Penetration Macadam 50 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.
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)
3.2: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.
OD190114/2024-2025:Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade
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)
OD208296/2024-2025:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing
V.P.GOPINATHAN (BID ID -2068970)
Bidder Name
V.P.GOPINATHAN
SHAJIL M S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1153267.pdf
boq_comp_chart.xlsx
xlsx
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