Renovation Of Existing Damaged Pipeline Corridor Road From Cpp Plant Boundary To Rly Bridge Near X-Point, CPP, NALCO, ANGUL-Odisha

Renovation Of Existing Damaged Pipeline Corridor Road From Cpp Plant Boundary To Rly Bridge Near X-Point , Repairing Of Pot Holes / Damaged Surface Of Metalled Roads Including Cutting , Making Good The Same With Supplying And Laying Stone Aggregates , Stone Chippings , Moorum Etc , Suplying Laying , Watering , Compacting Etc All Complete As Per The Direction Of Manager-In-Charge . , Supplying , Stacking , Laying , Spreading And Compacting Stone Aggregate Of ( 63Mm To 45Mm Size ) Specified Sizes To Wbm Specifications Including Spreading In Uniform Thickness , Hand Picking , Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber , Supplying Applying And Brooming Requisite Type Of Binding Material ( Mooroum ) To Fill Up Interstices Of Coarse Aggregate Watering And Compacting To The Required Density Etc All Complete As Per Directin Of Manager-In-Charge . , Scarifying Metalled Water Bound Road Surface Including Disposal Of Rubbish Lead Up To 50Mtr And Consolidation Of The Aggregate Received From Scarifying With Power Road Roller Of 8-10 Tonne Capacity In The Road Berm . , Providing And Applying Tack Coat Using Bitument Emulsion Conforming To Is:8887 , Using Emulsion Pressure Distributer Including Preparing The Surface & Cleaning With Mechanical Broom . With Rapid Setting Bitumen Emulsion On Bitumen Surface @0 . 40Kg/Sqm Etc All Complete As Per Directin Of Manager-In-Charge . , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder , Transported To Site By Tippers , Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade , Level And Alignment And Rolling With Smooth Wheeled , Vibratory And Tandem Rollers As Per Specifications , Complete As Per Specificatons And Directions Of Manager-In-Charge . - 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @3 . 50% ( Percentage By Weight Of Total Mix ) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity . Mode Of Measurement Same As Item . 13 . Requirement Of Ingredients For Production Of 1 . 0 Cum Bituminous Macadam . ( A ) Paving Asphalt Of Grade Vg-30 @ 3 . 5% By Weight Of Total Mix 76 . 83 Kg . ( B ) Stone Agreegate Single Size: 25Mm Nominal Size 0 . 282 Cum . C ) Stone Agreegate Single Size: 10Mm Nominal Size 0 . 565 Cum . ( D ) Stone Agreegate Single Size: 6Mm Nominal Size 0 . 282 Cum . ( E ) Stone Chippings/ Screenings 4 . 75Mm Size 0 . 282 Cum . Weight Of 1 Cum Bituminous Macadam Is 2 . 195 Mt . ) Mode Of Measurement : Measurement Shall Be Made On Volumetric Basis . Volume Of Bitumenious Macadam Will Be Worked Out By Weight Of Bm Recorded At Weighbridge Devided By Density Of Bm Of 2 . 195Mt/ Cum . Weighment Of Tipper/ Hyva Shall Be Recorded At Weighbridge Of Nalco Steel Yard . The Bidder Is Requested To Quoted Their Price Accordingly . , Providing And Laying Bituminous Concrete Using Crushed Stone Aggregates Of Specified Grading , Premixed With Bituminous Binder And Filler , Transporting The Hot Mix To Work Site By Tippers , Laying With Paver Finisher To The Required Grade , Level And Alignment And Rolling With Smooth Wheeled , Vibratory And Tandem Rollers As Per Specification , Complete And As Per Directions Of Manager-In-Charge . 25/40 Mm Compacted Thickness With Bitumen Of Grade Vg-30 As Per Is:73/2006 Equivalent To Bitumen 60/70 @5 . 5% ( Percentage By Weight Of Total Mix ) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity . Following Materials Is Requried For Production Of 1 Cum Bitumenous Concrete . ( A ) Paving Asphalt Of Grade Vg-30 Of Aprpoved Quailiity @ 5 . 5% ( Percentage By Weight Of Total Mix 129 . 58 Kg . B ) Stone Agreegate Single Size: 12 . 5Mm Nominal Size 0 . 223 Cum . ( C ) Stone Agreegate Single Size: 10Mm Nominal Size 0 . 408 Cum . D ) Stone Agreegate Single Size: 6Mm Nominal Size 0 . 186 Cum . E ) Stone Chipping/ Screenings 4 . 75Mm Nominal Size 0 . 623 Cum . Weight Of 1 Cum Bituminous Concrete Is 2 . 356 Mt . ) Mode Of Measurement : Measurement Shall Be Made On Volumetric Basis . Volume Of Bitumenious Concrete Will Be Worked Out By Weight Of Concrete Recorded At Weigh Bridge Devided By Density Of Bc Of 2 . 356Mt/ Cum . Weighment Of Tipper/ Hyva Shall Be Recorded At Weighbridge Of Nalco Steel Yard . The Bidder Is Requested To Quoted Their Price Accordingly . , Filling Required Thickness Of Moorum On Both Side Berms Of Road , Watering , Compacting Etc Including Supply Of Specified Quality Of Moorum Etc All Complete As Per Directin Of Manager-In-Charge .

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INR 60000.0 /-

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