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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.8 LRejected-AOC KERALA KL | ERNAKULAM | KERALA | 680667 | ₹3.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S.Ramesh L2 | UMEERA.U L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | OD331682/2025-2026:(Item 4.11.2 modified) 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 quarry muck spreading in uniform layers and
compacting with surface vibrator to achieve the desired density. | 15.51 | cum | 1,800 ₹27,918 | 1,690 ₹26,211.90 |
| 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) | 36.19 | cum | 9,800 ₹3.5 L | 9,500 ₹3.4 L |
Tender Value
₹3.7 L
EMD Value
₹9,325
Closing Date
20 Jan 2026, 4:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Project 647/25-26-Renovation of south chungam road in pallathuruthy ward
2026_LSGD_827241_1
T21/647/ME/LSGD/AMC/2026
Open Tender
Civil Works - Roads
120 days
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹825
Yes
₹9,325
Yes
11 Feb 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Detailed Estimate
OD331682/2025-2026:(Item 4.11.2 modified) 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 quarry muck spreading in uniform layers and compacting with surface vibrator to achieve the desired density.
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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