Tender For Annual Plan-Moodadi G P 2025-26 Project No.364-Thoduvayal Vayangottu Mukku Road Ward 4-General Civil Work - Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth,, Moodadi-Kerala
TDR : 51636262
Tender Notice
Corrigendum Details
BOQ
Expired
Moodadi
Kerala
Corrigendum : Tender For Annual Plan-Moodadi G P 2025-26 Project No.364-Thoduvayal Vayangottu Mukku Road Ward 4-General Civil Work - Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth,
Work Name:Annual Plan-MOODADI G P 2025-26 PROJECT NO.364-THODUVAYAL VAYANGOTTU MUKKU ROAD WARD 4-General Civil Work
Sl. No.
Item Description
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CONCRETE
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OD305203/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers 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.
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3.15.1:Compacting Original Ground(i) Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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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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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
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