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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 LRejected-AOC | ₹1.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹1.9 LRejected-Finance | ₹1.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 LRejected-Finance MALAMAKKAVU PO KUBALLUR VIA PALAKKADOT | PALAKKAD | KERALA | 672122 | ₹2.0 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | TK. Rajan L4 | VENUGOPALAN P L1 | PWD CONTRACTOR L2 | P BALAKRISHNAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 1.00 | OD386908/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbis | 60 | sqm | 27.2 ₹1,632 | 27.19 ₹1,631.40 | 27.56 ₹1,653.60 | 27.75 ₹1,665 |
| 1.00 | OD386909/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (DSR 51.2.3) | 12.38 | cum | 750 ₹9,281.25 | 695 ₹8,600.63 | 704.43 ₹8,717.32 | 715.39 ₹8,852.95 |
| 1.00 | 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. (ii) Using Gravel mix soil. | 14.25 | cum | 2,900 ₹41,325 | 1,838.21 ₹26,194.49 | 1,863 ₹26,547.75 | 1,875.47 ₹26,725.45 |
| 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) | 21.38 | cum | 7,000 ₹1.5 L | 7,077.17 ₹1.5 L | 7,172 ₹1.5 L | 7,220.63 ₹1.5 L |
Tender Value
₹2.5 L
EMD Value
₹6,344
Closing Date
13 Feb 2026, 3:00 pmClosed
SUBITHA CS
Office of the Assistant Engineer LIDEW Section
ANAKKARA GP 2025-26 POTTEMEL PATTIKAJATHI UNNATHI ROAD CONCRETING WARD 10-PROJECT NO 493/26-General Civil Work
2026_LSGD_833919_5
ET 10/25-26/AE/LSGD/ANK
Open Tender
Civil Works - Roads
180 days
ANAKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,344
Yes
5 Jun 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
ROAD WORK
OD386908/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbis
OD386909/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (DSR 51.2.3)
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. (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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