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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Shaiju M P L1 | G.RAJU L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | OD297659/2025-2026:(4.11.2 modified with surface vibrator-2025) 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 uniform layers and compacting with surface vibratorto
achieve the desired density. | 37.35 | cum | 1,734.03 ₹64,766.02 | 1,750 ₹65,362.50 |
| 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) | 37.35 | cum | 9,563.75 ₹3.6 L | 9,600 ₹3.6 L |
Tender Value
₹4.2 L
EMD Value
₹10,549
Closing Date
20 Jan 2026, 4:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Project 796/25-26-Concreting of road from ramapauram palam to onnampalam in pallathuruthy ward
2026_LSGD_826960_1
T21/796/ME/LSGD/AMC/2026
Open Tender
Civil Works - Roads
120 days
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,549
Yes
19 Mar 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Detailed Estimate
OD297659/2025-2026:(4.11.2 modified with surface vibrator-2025) 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 uniform layers and compacting with surface vibratorto 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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