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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₹2.1 LRejected-Finance | ₹2.1 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | VENUGOPALAN P L1 | P P ABDUL SATHAR L3 | PWD CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | ||||||
| 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. | 164.1 | sqm | 11.85 ₹1,944.59 | 13.02 ₹2,136.58 | 12 ₹1,969.20 |
| 1.00 | OD377490/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the
desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 4.1 | cum | 1,732.84 ₹7,108.11 | 1,903.79 ₹7,809.35 | 1,756.26 ₹7,204.18 |
| 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) | 24.61 | cum | 7,077.17 ₹1.7 L | 7,775.33 ₹1.9 L | 7,165.65 ₹1.8 L |
| 1.00 | OD377495/2025-2026: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 (Ref DSR 51.2.3. ) with MR | 6.84 | cum | 695.03 ₹4,752.62 | 771.94 ₹5,278.53 | 704.43 ₹4,816.89 |
Tender Value
₹2.5 L
EMD Value
₹6,353
Closing Date
13 Feb 2026, 3:00 pmClosed
SUBITHA CS
Office of the Assistant Engineer LIDEW Section
ANAKKARA GP 2025-26 RENOVATION OF MEZHIKKUNNU ROAD WARD 8 PROJECT NO 459/26 General Civil Work
2026_LSGD_833919_2
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
₹6,353
Yes
23 Apr 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
CONCRETE ROAD
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.
OD377490/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
OD377495/2025-2026: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 (Ref DSR 51.2.3. ) with MR
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