Tender For Annual Plan-Tvyr-343/25-26-Koodancheril Road Tile Laying In Ward 6 Of Thiruvaniyoor Gp-General Civil Work - Maintenance 2 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M <Br> Excavation For Roadway In Soil Using Manual
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Tender For Annual Plan-Tvyr-343/25-26-Koodancheril Road Tile Laying In Ward 6 Of Thiruvaniyoor Gp-General Civil Work - MAINTENANCE 2 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 3 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 4 OD237523/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVER BLOCKS, 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. 5 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)
BOQ
| Sl. No. | Item Description |
| 1 | MAINTENANCE |
| 2 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 3 | 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 |
| 4 | OD237523/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVER BLOCKS, 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. |
| 5 | 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) |
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