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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC AMBADY CHINNAR P O | ₹5.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 LRejected-AOC | ₹5.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SABU PG L1 | MOHANAN T L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenace | |||||
| 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. | 438 | sqm | 14.04 ₹6,149.52 | 14.2 ₹6,219.60 |
| 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) | 65.7 | cum | 8,387.41 ₹5.5 L | 8,487.82 ₹5.6 L |
Tender Value
₹6.4 L
EMD Value
₹15,884
Closing Date
9 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LID EW SECTION Upputhara GP
Annual Plan-Mathaippara Moonam division Lucifer church road W10(Proj.no.145) in Upputhara GP 2025-26-145
2026_LSGD_842391_3
06/2025/AE/LIDEW/UPA
Open Tender
Civil Works - Roads
Upputhara GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,405
₹15,884
11 May 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Road Maintenace
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.
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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