Tender For Annual Plan-Annual Plan 2025-2026 Velukkara Gp Thazhvaram Road Interlock Ward 14 Pro -136-Pro No 136-General Civil Work, Velukkaragp,P.O.Kottanallur-Kerala
TDR : 55911965
Tender Notice
BOQ
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Velukkaragp,P.O.Kottanallur
Kerala
Tender For Annual Plan-Annual Plan 2025-2026 Velukkara Gp Thazhvaram Road Interlock Ward 14 Pro -136-Pro No 136-General Civil Work
Name of Work:- Annual Plan-Annual Plan 2025-2026 Velukkara GP Thazhvaram Road Interlock Ward 14 Pro -136-Pro No 136-General Civil Work
Sl. No.
Item Description
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INTERLOCKING TILE WORK
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3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, 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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OD418578/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest sizethickness minimum strength M40 [ conforming to IS 15658: 2006, for medium traffic lowvolume roads ] including providing a layer of 6mm aggregate for 5cm thickness, then layinginterlock CC paver block tile in lines and levels as per the direction of the departmental officersat site, inclusive of all cost & amp; conveyance charge etc. complete [morth 55.23 modified]
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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) Please Enable Macros to View BoQ information
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