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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 LRejected-AOC | ₹2.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RIJU I B L1 | MOHANAN T L2 |
|---|---|---|---|---|---|
| 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 | 52.53 ₹926.63 | 61.3 ₹1,081.33 |
| 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 | 7,517.1 ₹2.0 L | 8,774.74 ₹2.3 L |
Tender Value
₹2.5 L
EMD Value
₹6,360
Closing Date
10 Feb 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer Elappara Grama panchayath
Vagamon Waiting shed Portion Lake Road Renovation in ward 17 of Elappara GP
2026_LSGD_833070_22
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
15 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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