Inter Lock Road 2 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M 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 Specifica, Punnayurkulam-Kerala
TDR : 51897569
Tender Notice
Corrigendum Details
BOQ
Expired
Punnayurkulam
Kerala
Corrigendum : Inter Lock Road 2 3.5.1:Excavation In Cutting In Soil By Manual Means With Lead Upto 50 M 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 Specifica
Name of Work:- General-300-2024-2025 Completion Work For Ambedkar Road Ward Ii At Punnayoorkulam Gp-300-2024-2025 Completion Work For Ambedkar Road Ward Ii At Punnayoorkulam Gp-General Civil Work
Sl. No.
Item Description
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INTER LOCK ROAD
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
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11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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OD503944/2024-2025:Supplying and laying interlocking cement concrete paver block tiles 80 mm or nearest size thickness, minimum strength M40 (conforming to IS 15658:2006, for medium traffic volume roads) including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost and conveyance charges etc. complete (MoRTH 55.23 modified)
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OD261484/2025-2026:Supplying and fixing Name board as directed by dept officers
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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. <br>(ii) Using Gravel mix soil.
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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) Please Enable Macros to View BoQ information
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