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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC EDAKKATTUVAYAL PO ERNAKULAM PIN 682313 | ERNAKULAM | KERALA | 682313 | ₹3.6 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical EDAKKATTUVAYAL PO ERNAKULAM PIN 682313 | ERNAKULAM | KERALA | 682313 | - | - | Rejected-Technical L2 |
Tender Value
₹3.7 L
EMD Value
₹9,188
Closing Date
24 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LSGD SUB DIVISION PAMPAKUDA
Annual Plan- S0168/26 PKDA BP-COMPLETION WORKS OF METHUPARA NAGAR TOTAL DEVELOPMENT IN RAMAMANGALAM GP-General Civil Work
2026_LSGD_836742_2
11/AE/LSGD/PKDA/2025-26
Open Tender
Civil Works - Others
360 days
RAMAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹810
Yes
₹9,188
Yes
13 Mar 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
COMPLETION WORKS OF ROAD
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD456535/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge.
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)
stage.html
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tech_eval.pdf
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finance_1408803.pdf
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Tendernotice_1.pdf
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