Tender For Annual Plan-Mananthavady Municipality Pro-No:254/25 Dm Conventkunnu Road Concrete & Side Kettu Completion--In Div No:22,Amount:200000/- Development Fund (General)-General Civil Work, Mananthavady-Kerala
TDR : 55692345
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Mananthavady
Kerala
Tender For Annual Plan-Mananthavady Municipality Pro-No:254/25 Dm Conventkunnu Road Concrete & Side Kettu Completion--In Div No:22,Amount:200000/- Development Fund (General)-General Civil Work
Name of Work:- Annual Plan-MANANTHAVADY MUNICIPALITY PRO-NO:254/25 DM CONVENTKUNNU ROAD CONCRETE & SIDE KETTU COMPLETION--IN DIV NO:22,AMOUNT:200000/- Development Fund (General)-General Civil Work
Sl. No.
Item Description
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ROAD CONCRETE
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OD521338/2025-2026:(OD from DAR 2.28.1)-Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 c m deep and disposal of rubbish, lead up to 1.5 m. all kind of soilDetails of cost for 100 sqm
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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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OD521339/2025-2026: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 on prepared surface, mixing by mix in place method to achieve the desired density etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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OD521340/2025-2026: MORD: Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular
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Side Protection
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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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OD521343/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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OD521341/2025-2026:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge. P.C.C grade M 10, Nominal mix 1:3:6
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12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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OD521342/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 mand lift up to 1.5 m as per direction of site Engineer-in-charge
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OD521353/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe Please Enable Macros to View BoQ information
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