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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.2 LAccepted-AOC | 1 | Accepted-AOC ACCEPTED | |
| 2 | 2₹8.5 L+₹21,987.91 (2.67%)Rejected-Finance | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | ALBERT JOHNSON L2 | BEST WAY INFRASTRUCTURE L1 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 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. | 360 | sqm | 15.99 ₹5,756.4 Lowest | 16.01 ₹5,763.6 |
| 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. | 36 | cum | 2,483.82 ₹89,417.52 Lowest | 2,484 ₹89,424 |
| 1.00 | OD326884/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 (confirminig to IS:15658:2006 for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness then layng interlock CCpaver block tiles in lines and levels as per the directions of the departmentalofficers at site,inclusive of all cost and conveyance charges etc.complee.(Morth 55.23 modified) | 360 | per sqm | 1,163.88 ₹4,18,996.8 Lowest | 1,200 ₹4,32,000 |
| 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) | 5.29 | cum | 9,185.82 ₹48,592.99 | 9,000 ₹47,610 Lowest |
| 1.00 | OD326981/2025-2026: DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to completeteness to lines and levels cost and conveyance of all material labour charges etc (modified Data 60.7.1) | 45 | cum | 4,395.39 ₹1,97,792.55 | 3,750 ₹1,68,750 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9 | cum | 9,553.25 ₹85,979.25 | 9,000 ₹81,000 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
6 Mar 2026, 5:00 pmClosed
LAISHA E ASOKAN
The Assistant Engineer, LSGD, Chalakudy Municipality
Annual Plan- P.NO - 46-25-26-Chalakudy Muncipality 2025-26 S0046Concreting Twoside and Laying Inter Lock Paving Tile at Kalanchira Road Ward-3-General Civil Work
2026_LSGD_836458_13
09/2025-26/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
₹21,166
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 |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 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. | - | 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. | - | cum | - | - |
| 1.003 | OD326884/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 (confirminig to IS:15658:2006 for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness then layng interlock CCpaver block tiles in lines and levels as per the directions of the departmentalofficers at site,inclusive of all cost and conveyance charges etc.complee.(Morth 55.23 modified) | - | per 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) | - | cum | - | - |
| 1.005 | OD326981/2025-2026: DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to completeteness to lines and levels cost and conveyance of all material labour charges etc (modified Data 60.7.1) | - | cum | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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