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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd 6/4/2026 of Kuttoor GP | |
| 2 | L2₹3.8 L+₹11,692.48 (3.21%)Rejected-AOC | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
Tender Value
₹3.8 L
EMD Value
₹9,399
Closing Date
10 Feb 2026, 5:00 pmClosed
ANANDU KRISHNAN M
LID AND EW SECTION KUTTOOR GP
Annual Plan-Kuttoor GP Proj. No. 114/2025-26 Palathitta-Chaluveli Pallam Road Rennovation in Ward 2-Concreting
2026_LSGD_832664_1
11/2025-26/AE/LID EW/KTR
Open Tender
Civil Works - Roads
Percentage
180 days
Kuttoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹830
Yes
₹9,399
Yes
20 Apr 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
Concreting
OD452281/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous/Granular Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous/Granular road surface to a depth of 150 mm and spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface. Modi. 3.14
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD452290/2025-2026:Supplying and fitting sign boards of size 75cm x 45cm. Made with G.I plain sheets 1.25mm thick (class III) fitted with 35X35X4mm MS angle 2Nos horizondally and 3Nos vertically to make a frame for strengthening the G.I sheet, fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cmX30cm. Including cost of conveyance of all materials all labour charges, fabricating etc. complete
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