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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 LRejected-AOC | ₹2.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sreekumar L2 | RIJU I B L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 17.64 | cum | 59.46 ₹1,048.87 | 55.87 ₹985.55 |
| 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) | 26.46 | cum | 8,511.74 ₹2.3 L | 7,995.3 ₹2.1 L |
Tender Value
₹2.5 L
EMD Value
₹6,360
Closing Date
10 Feb 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer Elappara Grama panchayath
247/2025-26-Construction of road concrete from 26 to vallakadavu via kumily road in ward 8 of Elappara GP
2026_LSGD_833070_13
4/AE/ELP/2025-26
Open Tender
Civil Works - Roads
180 days
Elappara Grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹509
Yes
₹6,360
Yes
14 May 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
3 Feb 2026 - 10 Feb 2026
ROAD CONCRETE
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.
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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