Rki-Phase Ii 276/20 Moonnattinmugham To Karumalikadathu Kadavu Aattutheeram Road Concreting In Ward No4 In Nedumudy Gp Rki-Phase Ii 276/20 Moonnattinmugham To Karumalikadathu Kadavu Aattutheeram Road Concreting In Ward No4 In Nedumudy Gp, Champakulam-Kerala
TDR : 29617397
Tender Notice
BOQ
Expired
Champakulam
Kerala
Rki-Phase Ii 276/20 Moonnattinmugham To Karumalikadathu Kadavu Aattutheeram Road Concreting In Ward No4 In Nedumudy Gp Rki-Phase Ii 276/20 Moonnattinmugham To Karumalikadathu Kadavu Aattutheeram Road Concreting In Ward No4 In Nedumudy Gp
Work Name:RKI-PHASE II276/20MOONNATTINMUGHAM TO KARUMALIKADATHU KADAVUAATTUTHEERAM ROAD CONCRETING IN WARD NO;4 IN NEDUMUDY GP (RECAST ESTIMATE)
Sl. No.
Item Description
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Road
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od1431391/2021_2022 : Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.kuttanadu Thaluk
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od1438807/2021_2022 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in<br>place method normal. Construction of granular sub-base by providing local material spreading in uniform<br>layers with motor grader on prepared surface, mixing at once and compacting with smooth wheel roller to<br>achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause (ii)Using<br>Gravel mix soil.by providinglocal may, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve thedesired de<br><br>nsity, complete as per Technical Specification Clause 402
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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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