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Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2. , Supply & Fixing Of Good Condition Cement Bags Filed With Earth Including Stitching, Filling Stacking At Site. , Dismentling Of Existing Structures Like Culeverts, Bridhges, Retaining Wall And Other Structure Comprising Of Measonry Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherver Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Meterial With All Lifts And Lead Of 1000M As Per Technical Specification Clause 202 , Construction Of Granular Sub-Base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Clause 401 , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, S
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