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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.6 L+₹18,058.50 (5.34%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical THRISSUR CORPORATION THRISSUR | THRISSUR | KERALA | 679105 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | Abdul Saleem A L1 | JOSE A O L3 | DONSON N.A L4 | KR RIXON L5 | THIMOTHY T C L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK PAVER BLOCK | ||||||||
| 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. | 150 | sqm | 15 ₹2,250 Lowest | 16 ₹2,400 | 16 ₹2,400 | 17 ₹2,550 | 15 ₹2,250 Lowest |
| 1.00 | OD229287/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 22.5 | cum | 945 ₹21,262.5 | 900 ₹20,250 Lowest | 940 ₹21,150 | 940 ₹21,150 | 910 ₹20,475 |
| 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 | 22.5 | cum | 2,500 ₹56,250 Lowest | 2,900 ₹65,250 | 3,300 ₹74,250 | 3,300 ₹74,250 | 3,200 ₹72,000 |
| 1.00 | OD254126/2025-2026::Providing and laying of interlocking concrete block pavements having thickness
80mm. M30 grade made by block making machine of approved size, shape and design
lain in required design and pattern over 75mm thick compacted bed of approved
cushion material, compacting and proper
embedding of interlocking paver blocks into the bedding layer through vibratory
compaction through plate vibrator etc. complete as per direction of Engineer in charge
etc. complete. - 80mm M-30 tile with 75mm bed | 150 | sqm | 1,075 ₹1,61,250 | 1,160 ₹1,74,000 | 1,100 ₹1,65,000 | 1,200 ₹1,80,000 | 1,064 ₹1,59,600 Lowest |
| 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) | 11.87 | cum | 8,200 ₹97,293 Lowest | 8,500 ₹1,00,852.5 | 9,000 ₹1,06,785 | 9,000 ₹1,06,785 | 8,600 ₹1,02,039 |
Tender Value
₹4.7 L
EMD Value
₹9,402
Closing Date
16 Sept 2025, 4:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
THRISSUR CORPORATION 24- 25 DIVISION 55 WELCOME CORNER TO THARAYIL ROAD RISING AND INTERLOCKING-PROJECT NUMBER 566/26
2025_LSGD_795207_5
PW2-17409/18,09.9.25
Open Tender
Civil Works - Roads
Item Rate
180 days
Thrissur corporation Office
Please refer Tender documents.
11 documents required · 11 mandatory
₹830
₹9,402
5 Dec 2025
9 Sept 2025
18 Sept 2025
9 Sept 2025
16 Sept 2025
9 Sept 2025
9 Sept 2025 - 15 Sept 2025
Amount
INTERLOCK PAVER BLOCK
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.
OD229287/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
OD254126/2025-2026::Providing and laying of interlocking concrete block pavements having thickness 80mm. M30 grade made by block making machine of approved size, shape and design lain in required design and pattern over 75mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver blocks into the bedding layer through vibratory compaction through plate vibrator etc. complete as per direction of Engineer in charge etc. complete. - 80mm M-30 tile with 75mm bed
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)
THIMOTHY T C (BID ID -2341017)
JOSE A O (BID ID -2336979)
DONSON N.A (BID ID -2338781)
KR RIXON (BID ID -2338859)
Bidder Name
KR RIXON
DONSON N.A
Abdul Saleem A
JOSE A O
THIMOTHY T C
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