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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 | L1₹5.0 LAccepted-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC Accepted Vide Resolution No 2(1) dtd 29/03/25 of velom GP | |
| 2 | L2₹5.2 L+₹24,953 (5.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹5.0 L
EMD Value
₹12,477
Closing Date
27 Mar 2025, 2:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION VELOM
Annual Plan-VELOM GP construction ofputhalathmukku shoolankandi road-PROJ NO 251/25-General Civil Work
2025_LSGD_752589_1
60/TENDER//2024/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
Item Rate
240 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,100
Yes
₹12,477
Yes
19 May 2025
20 Mar 2025
29 Mar 2025
20 Mar 2025
27 Mar 2025
20 Mar 2025
Amount
ROAD TARRING
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD506094/2024-2025:providing quarry muck layer to the embankment of the road as a measure to increase bearing capacity of sub soil including all cost labour charges compaction etc .complete.
OD506056/2024-2025:Granular Sub-base with Well Graded Material with departmental meterial(Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
SURESH KOORARA (BID ID -2179253)
Bidder Name
SURESH KOORARA
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1221448.pdf
boq_comp_chart.xlsx
xlsx
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