Tender For Construction Work Of cement concrete Roads, Interlocking Paving, Drains, And Culverts In Yojna No.-1, Sector-2, Shikohabad (District Firozabad) Under The Infrastructure Fund

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Tender for Construction Work Of cement concrete Roads, Interlocking Paving, Drains, And Culverts In Yojna No.-1, Sector-2, Shikohabad (District Firozabad) Under The Infrastructure Fund , Excavation In Foundation In Ordinary Soil By Manual Mean (Loam, Clay Or Sand) Lift Upto 1.50M And Lead Upto 30M And Including Filling Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer In-Charge Upto A Distance Of 30M From The Foundation Trenches. , Providing And Laying Cement Concrete In 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Including Cost Of Form Work. In Foundation And Floors. , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar Foundation & Plinth Including Supply Of All Material Labour T&P Etc. Required For Proper Completion Of The Work . , Providing & Laying Cement Concrete In 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Including Cost Of Form Work. In Foundation And Floors. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement And Coarse Sand Of Single Coat For Interior Plastering Upto Two Level Including Internal Rounded Angles, Chamfers And Rounded Angles Not Exceeding 80Mm In Girth And Finished Even And Smooth . , Reinforced Cement Concrete Work Providing And Laying In Position Specified Of Grade Of Reinforced Cement Concrete , Slab Including The Cost Of Centering, Shuttering ,Finishing And Excluding Reinforcement -Above Plinth Level Upto Fifth Floor Level In 1:1.5:3 (1 Cement : 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size) , Steel Reinforcement Reinforced Cement Concrete Work Including Straightening ,Cutting ,Bending , Placing In Position And Binding All Complete Upto Plinth Level .Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More . , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Dismantled Materials As Directed By Engineer-In- Charge Within A Dstance Of 60 Meters (200 Feet). , Providing & Laying Spreading And Compacting Stone Aggregates 22.4-53 Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel Roller 8-10 Tonnes In Stages To Proper Grade Andcamber ,Applying And Brooming Crushable Type Screening Materials (Stone Dust ) To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Requered Density As Per Detailed Specification Of C.E. Etc Complete As Per Direction Of E/I . , Supply And Laying Of Rubber Moulded I Shaped Precast Interlocking Tiles Of Thicknesses 80Mm(Compressive Strength Not Less Than 40Mpa) Including 50Mm Thick Local Sand Base Leveling And Dressing Of Surface To Required Level And Slope Filling Joints With Local Sand All Complete Work (80Mm Thick Rubber Molded Inter Locking Tiles). , 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 25Mm, Aggregated Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Than 150 Kg/Cum, Optimum Moisture Content To Be Determined During Trail 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 . , Cement Concrete Pavement(C.C Road) Construction Of Un-Reinforced Plain Cement Concrete Pavement Thickness As Per Design, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 (Grade) Coarse And Fine Aggregates Conforming To Is 383 Maximun Size Of Coarse Aggregate Not Exceeding 25Mm Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weight Batcher Using Approved Mix Design, Laid In Approved Fixed Side Fromwork (Steel Channel Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Admixtures As Approved Curing Concrete Slabs For 14 Days, Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 (Approved Quarri Grit).