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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | kalesh L1 | Kishor Kumar M J L2 |
|---|---|---|---|---|---|
| 1.00Interlock tile paving | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 395 | sqm | 16.01 ₹6,323.95 | 20 ₹7,900 |
| 1.00 | OD170455/2025-2026: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 50m lead as per direction of Engineer in charge. | 360 | sqm | 142.64 ₹51,350.40 | 150 ₹54,000 |
| 1.00 | OD170461/2025-2026:Providing and Laying of interlocking concrete block pavement using 60/80mm Department paverblocks laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of Engineer in-charge. | 360 | sqm | 295.18 ₹1.1 L | 300 ₹1.1 L |
| 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 | 40.12 | cum | 3,337.88 ₹1.3 L | 3,500 ₹1.4 L |
| 1.00 | OD170462/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the
direction of engineer-in-charge. | 417.5 | sqm | 1,160.33 ₹4.8 L | 1,200 ₹5.0 L |
| 1.01 | 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) | 7.07 | cum | 9,186.73 ₹64,950.18 | 9,200 ₹65,044 |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
11 Aug 2025, 6:00 pmClosed
Asst Exe Engineer
Office of Asst Exe Engineer Tripunithura Municipality
GENERAL-SO-223/25-26-Ajantha Nagar road ,Kolapilly road,Maniyampilly Road Tiling, Valummel road Tiling work,etc.. in ward-26-General Civil Work
2025_LSGD_780127_10
ME/TPRA/LSGD/1
Open Tender
Civil Works - Roads
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,207
₹21,181
18 Dec 2025
1 Aug 2025
14 Aug 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
Amount
Interlock tile paving
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD170455/2025-2026: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 50m lead as per direction of Engineer in charge.
OD170461/2025-2026:Providing and Laying of interlocking concrete block pavement using 60/80mm Department paverblocks laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of Engineer in-charge.
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
OD170462/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of engineer-in-charge.
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)
Kishor Kumar M J (BID ID -2283462)
Bidder Name
kalesh
Kishor Kumar M J
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