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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Anish Construction L2 | REJAKUMAR L1 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | OD440304/2025-2026:(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. | 30.82 | cum | 1,750 ₹53,943.75 | 1,734 ₹53,450.55 |
| 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) | 30.82 | cum | 9,650 ₹3.0 L | 9,560 ₹2.9 L |
Tender Value
₹3.5 L
EMD Value
₹8,706
Closing Date
16 Feb 2026, 5:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Alappuzha Municipality 2025-26 - Proj. No.199-CONCRETING OF ROAD F R O M A V A L O O R M A D A M AVALOORNAGAR ADIMA JUNCTION EDA ROAD VELIMPARAMBU P A P P A S W A M I V A Z H I I N AVALOOKUNNU WARD-
2026_LSGD_834338_1
T23/199/ME/LSGD/AMC/P3/2025
Open Tender
Civil Works - Roads
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹770
Yes
₹8,706
Yes
18 Mar 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
Road concreting
OD440304/2025-2026:(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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