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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC As per Resolution Anthikkad GP | |
| 2 | L2₹6.1 L+₹2,144.56 (0.35%)Rejected-Finance | L2 | Rejected-Finance As per Resolution Financial Authority | |
| 3 | L3₹6.4 L+₹27,221.68 (4.45%)Rejected-Finance | L3 | Rejected-Finance As per Resolution Financial Authority |
| Sl No | Description | Qty | Unit | UNNIKRISHNAN.V L1 | Harish Kumar A L3 | PRAJITH K P L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING AND RETARRING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 298.7 | sqm | 13.59 ₹4,059.33 Lowest | 14.19 ₹4,238.55 | 13.64 ₹4,074.27 |
| 1.00 | OD180700/2025-2026: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 | 41.72 | cum | 803.66 ₹33,524.68 Lowest | 839.44 ₹35,017.24 | 806.5 ₹33,643.15 |
| 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. | 37.22 | cum | 2,108.98 ₹78,485.69 Lowest | 2,202.87 ₹81,979.81 | 2,116 ₹78,746.94 |
| 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) | 55.82 | cum | 8,119.62 ₹4,53,261.55 Lowest | 8,481.13 ₹4,73,442.12 | 8,148.31 ₹4,54,863.11 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.4 | cum | 7,799.53 ₹42,117.46 Lowest | 8,146.79 ₹43,992.67 | 7,827 ₹42,265.8 |
Tender Value
₹7.2 L
EMD Value
₹18,005
Closing Date
21 Aug 2025, 4:00 pmClosed
Assistant Engineer
Office of the Asst Engineer LID EW Section Anthikkad GP Thrissur
2025-26 Project No.41/25-26- - Maintenance of K.K Menon Anjangaadi Link Road in Ward No.9
2025_LSGD_785373_7
74/T4/AE/LID EW/AKD/25-26
Open Tender
Civil Works - Others
Item Rate
360 days
ANTHIKAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,005
Yes
13 Oct 2025
12 Aug 2025
23 Aug 2025
12 Aug 2025
21 Aug 2025
12 Aug 2025
Amount
ROAD CONCRETING AND RETARRING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD180700/2025-2026: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
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
PRAJITH K P (BID ID -2300593)
Harish Kumar A (BID ID -2300801)
Bidder Name
Harish Kumar A
UNNIKRISHNAN.V
PRAJITH K P
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