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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | ₹2.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 L+₹14,979 (6.27%)Rejected-AOC | ₹2.5 L+₹14,979 (6.27%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sreejith B Nair L1 | GOPAN K N L2 |
|---|---|---|---|---|---|
| 1.00Concreting | |||||
| 1.00 | OD525355/2025-2026:Surface dressing of ground removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish. | 172.8 | sqm | 35 ₹6,048 Lowest | 35.62 ₹6,155.14 |
| 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) | 25.92 | cum | 8,990 ₹2,33,020.8 Lowest | 9,563.75 ₹2,47,892.4 |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
20 Mar 2026, 4:00 pmClosed
assistant engineer
aelidew chirakkadavu gp
412/25 SHANTHI ERTHAYIL ROAD MAINTENANCE
2026_LSGD_847175_9
09826/aelsgdchrd
Open Tender
Civil Works - Roads
Item Rate
180 days
chirakkadavu gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,351
Yes
14 Sept 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 1.001 | OD525355/2025-2026:Surface dressing of ground removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish. | 172.8 | sqm | - | - |
| 1.002 | 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) | 25.92 | cum | - | - |
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