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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SHAJILAL V L1 |
|---|---|---|---|---|
| 1.00road | ||||
| 1.00 | OD387256/2025-2026: 4.11.2(modified with surface vibrator) Granularsub base surface course with localmaterials (table400.13)by mix in place method normal .Construction of granular subbase by quarry muck/soil gravel mix ,mixing by mix in place method and compacting with smooth wheelroller to aschieve the desired density complete.using gravel mix soil/Quarrymuck. | 8.53 | cum | 1,725 ₹14,717.70 |
| 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) | 74.07 | cum | 9,550 ₹7.1 L |
Tender Value
₹7.2 L
EMD Value
₹18,080
Closing Date
23 Feb 2026, 5:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Project /25-26-469/2025-26 Renovation of chenganakaadu road in kalappura ward
2026_LSGD_836448_1
T25/469/ME/LSGD/AMC/P3/2025
Open Tender
Civil Works - Roads
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,595
Yes
₹18,080
Yes
1 Jun 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
OD387256/2025-2026: 4.11.2(modified with surface vibrator) Granularsub base surface course with localmaterials (table400.13)by mix in place method normal .Construction of granular subbase by quarry muck/soil gravel mix ,mixing by mix in place method and compacting with smooth wheelroller to aschieve the desired density complete.using gravel mix soil/Quarrymuck.
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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