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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC | 1 | Accepted-AOC ACCEPTED | |
| 2 | 2₹9.7 L+₹1.2 L (14.2%)Rejected-Finance | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | K S Pauly L1 | ST ANTONY AGENCES KAROOR L2 |
|---|---|---|---|---|---|
| 1.00Interlock Paving Tile | |||||
| 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. | 498.94 | sqm | 16 ₹7,983.04 Lowest | 20 ₹9,978.8 |
| 1.00 | 4.11.2: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 local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 72.82 | cum | 2,485 ₹1,80,950.25 Lowest | 2,650 ₹1,92,965.05 |
| 1.00 | OD372081/2025-2026:Interlocking Concrete Block Pavement- Providing and laying of interlocking Concrete Block
Pavements having thickness 100mm or nearest thickness,minimum strength M40 including
providing a layer of 6mm aggregate for 50mm thickness,then laying interlock cobbles in line
and levels as per the direction of the departmental officers at site inclusive of all cost and
conveyance charges etc complete(Modified Mord 6.7.1) | 370.87 | sqm | 1,295 ₹4,80,276.65 Lowest | 1,500 ₹5,56,305 |
| 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) | 19.62 | cum | 9,000 ₹1,76,562 Lowest | 10,500 ₹2,05,989 |
| 1.00 | OD481953/2025-2026:Filling with contractor own earth (excluding rock) in trenches,plinth ,side of foundation etc. in layer not exceeding 20 cm in depth ,consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m as per direction of site engineer in charge | 3.38 | cum | 450 ₹1,521 Lowest | 600 ₹2,028 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
6 Mar 2026, 5:00 pmClosed
LAISHA E ASOKAN
The Assistant Engineer, LSGD, Chalakudy Municipal
AnnualAGENERAL-PROJECT-495-2025-26 CHALAKUDYMUNICIPALITY WARD 23 KSRTC ROAD POLICE QUATERS ROAD MAINTENANCE KURISU KSRTC LINK ROAD MAINTENANCE MG ROAD MAINTENANCE- PROJECT-495-2025-26 CHALAKUDYMUNICIPALITY WARD 23 KSRTC ROAD POLICE QUATERS ROAD MAINT
2026_LSGD_841758_11
10/2025-26/AEE/LSGD/CKDY
Open Tender
Civil Works - Roads
Item Rate
150 days
Chalakudy Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,186
Yes
5 Jul 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock Paving Tile | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | 4.11.2: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 local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 0.8 | cum | - | - |
| 1.003 | OD372081/2025-2026:Interlocking Concrete Block Pavement- Providing and laying of interlocking Concrete Block
Pavements having thickness 100mm or nearest thickness,minimum strength M40 including
providing a layer of 6mm aggregate for 50mm thickness,then laying interlock cobbles in line
and levels as per the direction of the departmental officers at site inclusive of all cost and
conveyance charges etc complete(Modified Mord 6.7.1) | - | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD481953/2025-2026:Filling with contractor own earth (excluding rock) in trenches,plinth ,side of foundation etc. in layer not exceeding 20 cm in depth ,consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m as per direction of site engineer in charge | 1 | cum | - | - |
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