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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 LRejected-AOC | ₹2.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Tomy Thomas L1 | Antony Varkey L2 |
|---|---|---|---|---|---|
| 1.00maintanance | |||||
| 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. | 174.9 | sqm | 14.39 ₹2,516.81 | 14.85 ₹2,597.27 |
| 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) | 26.23 | cum | 8,597.81 ₹2.3 L | 8,875 ₹2.3 L |
Tender Value
₹2.5 L
EMD Value
₹6,343
Closing Date
2 Mar 2026, 2:00 pmClosed
AELIDEWSection Kattappana
O/OAELIDEWSection Kattappana
Annual Plan Kattappana Municipality -742/26-PARAKKADAVU BYPASS KALLIDAMKUZHI ROAD CONCRETING-General Civil Work
2026_LSGD_839444_6
27/2025/AE/LIDEW/KTPMCP/I PHASE
Open Tender
Civil Works - Roads
180 days
Kattappana
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,343
Yes
17 Apr 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
maintanance
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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