Name of Work:- GENERAL-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 MAINTENANCE KURISU KSRTC LINK ROAD MAINTENANCE MG ROAD MAINTENANCE-General Civil Work
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Item Description
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Interlock Paving Tile
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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.
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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.
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OD372081/2025-2026:Interlocking Concrete Block Pavement- Providing and laying of interlocking Concrete BlockPavements having thickness 100mm or nearest thickness,minimum strength M40 includingproviding a layer of 6mm aggregate for 50mm thickness,then laying interlock cobbles in lineand levels as per the direction of the departmental officers at site inclusive of all cost andconveyance charges etc complete(Modified Mord 6.7.1)
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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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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 Please Enable Macros to View BoQ information
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