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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹1.6 LRejected-AOC | ₹1.6 L | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | SOJAN N C L2 | AFZAL HAMEED L1 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 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. | 114.83 | sqm | 16 ₹1,837.28 | 10 ₹1,148.30 |
| 1.00 | 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) | 17.23 | cum | 9,075 ₹1.6 L | 7,390 ₹1.3 L |
Tender Value
₹1.7 L
EMD Value
₹4,164
Closing Date
5 Feb 2026, 2:00 pmClosed
ELDHO PAULOSE
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION EDAVETTY GP
Annual Plan-Edavatty GP 2025-26 Edavetty Chembalassery road maintenance -Ward 13- Proj No-184/26-General Civil Work
2026_LSGD_830641_6
05/2025/AE/LIDEW/EDVTY
Open Tender
Civil Works - Roads
180 days
EDAVETTY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,164
Yes
16 Apr 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
Road Maintenance
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.
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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