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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | BIJU.O.P L1 |
|---|---|---|---|---|
| 1.00Road work | ||||
| 1.00 | 3.30:Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310. | 104 | sqm | 3.23 ₹335.92 Lowest |
| 1.00 | OD192301/2025-2026:Supplying and filling quarry muck for rectifying the slushy berms including conveyance of all materials, labor charges for spreading in line and level with all leads and lifts involved etc. complete as directed by the departmental officers at site | 83.7 | cum | 1,088.67 ₹91,121.68 Lowest |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 26.1 | cum | 3,713.64 ₹96,926 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 26.1 | cum | 3,655.42 ₹95,406.46 Lowest |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 174 | sqm | 1,206.39 ₹2,09,911.86 Lowest |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 3.7 | cum | 8,867.31 ₹32,809.05 Lowest |
| 1.01 | OD192303/2025-2026:Man mazdoor engaged for cleaning the site etc complete | 10 | each | 1,127.36 ₹11,273.6 Lowest |
| 1.01 | OD192302/2025-2026:Supplying & fitting inauguration stone with lettering | 1 | each | 4,426.15 ₹4,426.15 Lowest |
| 2.00DRAIN & SIDE PROTECTION WORK | ||||
Tender Value
₹12.5 L
EMD Value
₹31,316
Closing Date
6 Jun 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer, North Paravur
Existing road is having length 87 m and 2.0 m width Estimate incl construction of Tile Road DRAIN and SIDE PROTECTION WORK Provision for 10m drain and 35m DR Masnory Work side protection work
2026_PWD_837603_4
PWD/RB/17412/2025-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
North paravur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹31,316
Yes
15 Jul 2026
26 May 2026
8 Jun 2026
26 May 2026
6 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.30:Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310. | - | sqm | - | - |
| 1.002 | OD192301/2025-2026:Supplying and filling quarry muck for rectifying the slushy berms including conveyance of all materials, labor charges for spreading in line and level with all leads and lifts involved etc. complete as directed by the departmental officers at site | - | cum | - | - |
| 1.003 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | - | cum | - | - |
| 1.004 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 1.005 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.006 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | - | cum | - | - |
| 1.007 | OD192303/2025-2026:Man mazdoor engaged for cleaning the site etc complete | - | each | - | - |
| 1.008 | OD192302/2025-2026:Supplying & fitting inauguration stone with lettering | - | each | - | - |
| 2DRAIN & SIDE PROTECTION WORK | |||||
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