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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical KERALA KL | KASARAGOD | KERALA | 670511 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | AFAF CONSTRUCTION L2 | sivanandankk L5 | V V POULOSE L3 | Sabu Mathew L6 | BASIL VARGHSES L4 | SHEFEER E S L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Tile laying | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 367.5 | sqm | 15 ₹5,512.50 | 9 ₹3,307.50 | 15.02 ₹5,519.85 | 15.36 ₹5,644.80 | 15.11 ₹5,552.93 | 14.38 ₹5,284.65 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 10.5 | cum | 2,990 ₹31,395 | 2,800 ₹29,400 | 3,130.93 ₹32,874.77 | 3,444.48 ₹36,167.04 | 3,150.29 ₹33,078.05 | 2,997.42 ₹31,472.91 |
| 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) | 3.19 | cum | 8,350 ₹26,594.75 | 7,500 ₹23,887.50 | 8,617.15 ₹27,445.62 | 9,037.44 ₹28,784.25 | 8,670.43 ₹27,615.32 | 8,249.68 ₹26,275.23 |
| 1.00 | OD426418/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge. | 427 | sqm | 1,095 ₹4.7 L | 1,180 ₹5.0 L | 1,114.54 ₹4.8 L | 1,122.83 ₹4.8 L | 1,121.43 ₹4.8 L | 1,067.01 ₹4.6 L |
| 1.00 | OD424229/2025-2026:Providing and laying pre cast RCC ring of 750mm dia as rain water pit including necessary
earthwork, filling outside with 12mm stone aggregates with all cost conveyance etc complete | 2 | each | 5,000 ₹10,000 | 900 ₹1,800 | 7,207.2 ₹14,414.40 | 9,578.39 ₹19,156.78 | 7,251.97 ₹14,503.94 | 6,899.86 ₹13,799.72 |
Tender Value
₹5.9 L
EMD Value
₹14,823
Closing Date
29 Jan 2026, 6:00 pmClosed
Asst Exe Engineer
Asst Exe Engineer,Thrippunithura Municipality
Annual Plan-SO 858-26 Ward 9 10 Renovation of Elumana public road-Tripunithura Muncipality-General Civil Work
2026_LSGD_829928_10
PW1-517354/26
Open Tender
Civil Works - Roads
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,823
Yes
17 Apr 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
Tile laying
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD426418/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge.
OD424229/2025-2026:Providing and laying pre cast RCC ring of 750mm dia as rain water pit including necessary earthwork, filling outside with 12mm stone aggregates with all cost conveyance etc complete
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