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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | ₹6.1 L | L1 | Accepted-AOC As per Comparative chart |
| 2 | L2₹6.3 LRejected-Finance | ₹6.3 L | L2 | Rejected-Finance As per Comparative Chart |
| Sl No | Description | Qty | Unit | Smitha Ratheendradas L1 | UNNIKRISHNAN.V L2 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE OF VAMANAMOORTHY 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. | 291.6 | sqm | 14 ₹4,082.40 | 15.85 ₹4,621.86 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.72 | cum | 300 ₹2,916 | 66.17 ₹643.17 |
| 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. <br>(ii) Using Gravel mix soil. | 28.35 | cum | 2,500 ₹70,875 | 2,459.23 ₹69,719.17 |
| 1.00 | OD266450/2025-2026: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 with compaction complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 6.48 | cum | 2,800 ₹18,144 | 2,298.64 ₹14,895.19 |
| 1.00 | OD266468/2025-2026:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the direction of departmental officers at site inclusiv of all cost and conveyance and charges etc complete.(Modified Morth 55.23) | 367.5 | sqm | 1,140 ₹4.2 L | 1,186.5 ₹4.4 L |
| 1.01 | 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) | 9.72 | cum | 8,000 ₹77,760 | 9,094.69 ₹88,400.39 |
| 1.01 | 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) | 1.57 | cum | 8,500 ₹13,387.50 | 9,468 ₹14,912.10 |
Tender Value
₹6.4 L
EMD Value
₹15,890
Closing Date
14 Oct 2025, 3:35 pmClosed
Assistant Engineer
Office of the Asst Engineer LID and EW Section Anthikkad GP Pin 680641 Thrissur
Re E- Tender - PROJECT NO. 218 MAINTENANCE OF VAMANAMOORTHY ROAD IN WARD 6 ANTHIKAD GP
2025_LSGD_795973_23
90/T4/AE/LID EW/AKD
Open Tender
Civil Works - Others
240 days
ANTHIKAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,890
Yes
17 Jun 2026
7 Oct 2025
15 Oct 2025
7 Oct 2025
14 Oct 2025
7 Oct 2025
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