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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Quated | |
| 2 | L2₹1.7 L+₹15,798 (10.0%)Rejected-Finance | L2 | Rejected-Finance L2 not lowest quated |
Tender Value
₹1.6 L
EMD Value
₹3,949
Closing Date
28 Feb 2026, 6:00 pmClosed
AE LSGD
AE,LSGD Section Office Velukkara GP, P.O.Kottanellur,Thrissur
ramp
2026_LSGD_838853_1
1/T11/AEVLK/2025-26
Open Tender
Civil Works - Others
Percentage
270 days
velukkaraGP, P.O.Kottanallur
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹3,949
Yes
17 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
Construction of Ramp
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD454690/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD484608/2025-2026:filling with contractors own earth(excluding rock) in trenches,plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50m and lift up 1.5 m as per direction of site Engineer in charge
OD484400/2025-2026: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 (ii) Using Gravel mix soil.
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)
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AT.pdf
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