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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC LOW RATE | |
| 2 | L2₹2.0 L+₹5,720.50 (3.00%)Rejected-AOC | L2 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | MUHAMMED FAZAL L1 | Rajesh K V L2 |
|---|---|---|---|---|---|
| 1.00RELAYING INTERLOCKING TILES | |||||
| 1.00 | OD83310/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (observed from DSR 16.83) | 210 | sqm | 141.92 ₹29,803.2 Lowest | 146.18 ₹30,697.8 |
| 1.00 | OD83342/2025-2026: Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block pavements using 60/80 mm departmental paverblocks , approved size, shape and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50 mm average thickness etc complete as per the direction of engineer in charge | 147 | 1 sqm | 295.18 ₹43,391.46 Lowest | 304.04 ₹44,693.88 |
| 1.00 | OD83337/2025-2026:Interlocking Concrete Block Pavement providing and Laying of Interlocking Concrete Block using M40 grade,80 mm thick Hydraulic tiles having thickness 80 mm , approved size, shape and laid in required pattern over and including a compacted bed of 6mm stone aggregates of 50 mm average thickness etc complete as per the direction of engineer in charge | 63 | 1 sqm | 1,045.38 ₹65,858.94 Lowest | 1,076.74 ₹67,834.62 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8.96 | cum | 3,337.88 ₹29,907.4 Lowest | 3,438.02 ₹30,804.66 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.12 | cum | 9,186.73 ₹19,429.93 Lowest | 9,462.33 ₹20,012.83 |
| 1.01 | OD83348/2025-2026:Engaging mancoolies | 2 | each | 1,127.36 ₹2,254.72 Lowest | 1,161.18 ₹2,322.36 |
Tender Value
₹1.9 L
EMD Value
₹4,766
Closing Date
11 Aug 2025, 3:00 pmClosed
AE ALUVA MUNICIPALITY
Office of the Assistant Executive Engineer, LID EW Section , Aluva municipality
WARD 24- RELAYING INTERLOCKING TILE AT MEPPANA ROAD IN WARD 24 WITHIN THE JURISDICTION OF ALUVA MUNICIPALITY PRO 251/25-26
2025_LSGD_782491_1
04/2025/AE/LID EWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
180 days
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹555
Yes
₹4,766
Yes
13 Nov 2025
4 Aug 2025
13 Aug 2025
4 Aug 2025
11 Aug 2025
4 Aug 2025
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