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Recarpeting Of Bituminous Road At Mpidsa, 2410 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Emulsion As Per Scope Of Work Bit Mastic Sheet With Hot Bitumen Of Approved Quality Using As Details Mentioned In Scope Of Work Providing And Laying Seal Coat Over Prepared Surface Of Road With Bitumen Heated In Bitumen Boiler Fitted With The Spray Set Spraying As Per Details Mentioned In Scope Of Work Providing And Applying Road Marking Strips Retroreflective Of Specified Shade Colour As Per Details Mentioned In Scope Of Work Annexure I E Poviding And Fixing Glow Studs As Per Details Mentioned In Scope Of Work
Construction Of Bituminous Road Near Simanala At Mohuldih Mines - E/W In Excavation By Mechanical Meansby Hydraulic Excavator Mannual Means In Foundtion Trenches Or Drainsnot Exceeding 1.5M In Width On 10 Sq M On Plan, Including Dressing Of Sides And Ramming Of Bottom Lift Up To1.5M, Including Getting Out The Excaveted Soil As Directed With In Lead Of 50 M..All Kind Of Soil., Filling Avaible Excavated Earth Excavated Rock In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidation Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Up To 1.5M., Supplyy And Stacking At Site.As Per Most Specification. A 90Mm To 45 Mm Size Aggregate, Supplyy And Stacking At Site.As Per Most Specification. A 90Mm To 45 Mm Size Aggregate, Supplyy And Stacking At Site.As Per Most Specification. B 63 Mm To 50 Mm Size Aggregate, Supplyy And Stacking At Site.As Per Most Specification. C 53 Mm T 22.4 Mm Size Aggregate, Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To10 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. Andre-Rolling The Sub Grade And Disposal Of Surplus Earth With Lead Up To 50 Meters., Laying, Spreading And Compacting Aggregate Of Specified Size To Wbm Specifacation In Uniform Thickness Hand Picking, Rolling With 3 Wheeled Road/Vbratory Roller 8-10 Tonne Capacity In Stage To Proper Grade To Camber, Applying And Brooming Requsite Type Of Screening /Binding Material To Fill Up Interstick To Coarse Aggregate, Watering And Comacting To The Requirwd Density., Scarifying Metelled Water Bond Road Surface Including Disposal Of Rubbish, Lead Up To 50 M And Consolidation Of The Aggergate Received From Scarifying With Power Road Roller Of 8 To10 Tonne Capacity., Surface Dressing On New Surface With Paving Bitumen Of Grade Vg-10 Of Approved Quality Using 2.25Kg Of Bitumin Per Sqm With 1.65 Cub Of 13.2Mm Nominal Size Per 100 Sq Of Road Surface, Including Consolidation With Road Roller Of 6-8 Tonne Capacity Etc.Complete., Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg-10 Including Heating Of The Bitumen Spreying The Bitumin With Mechanically Operated Spery Unit Fitted On Bitumen Boiler, Cleaning Andpreparing The Existing Road Surface As Per Specification. A On Wbm At The Rate Of 0.075 Kg/Sqm, Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg-10 Including Heating Of The Bitumen Spreying The Bitumin With Mechanically Operated Spery Unit Fitted On Bitumen Boiler, Cleaning Andpreparing The Existing Road Surface As Per Specification. B On Bituminous Surface At The Rate Of 0.050 Kg/Sqm, Providing And Laying Bitumen Penetration Macadam With Hard Aggregate Of Quality, Size And Grading As Specified, With Bitumen Of Suitable Penetration Grade, Including Required Key Aggregate As Specified, Spreading Coarse Aggregate With The Help Of Self Propelled/Tipper Tail Mounted Aggregate Spreader And Applying Bitumen By A Pressure Distributor And Then Spreading Key Aggregate With The Help Of Aggregate Spreader Complete, Including Consolidation With Road Roller Of Minimum 8 To 10 Tonne Capacity To Achieve Specified Values Of Compaction And Surface Accuracy. A For 50Mm Compacted Thickness Using Coarse Aggregate Of Size 50-20Mm Graded At The Rate Of 0. Cum Per 10 Sqm Key Aggregate Of Size 12.5Mm Graded At The Rate Of0.15 Cum Per 10 Sqm With Paving Asphalt Grade Vg-10 At The Rate Of 50 Kg/10 Sqm., Providing And Laying Seal Coat Of Premixed Fine Premixed Fine Aggregate. Passing 2.36 Mm And Retained On 180 Micron Sieve With Bitumen Using 128 Kg Of Bitumen Of Grade Vg 10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface, Including Rolling And Finishing With Road Roller All Complete., Providing And Supplying Rcc Hume Pipe 300 Dia With Collar, Np-2 Including Loading And Unloading At Site., Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering. All Work Uptp Plinth Level.1, 2, 4 1 Cement, 2 Coarse Sand Zone Iii, 4 Gradwd Aggregate 20 Mm Nominal Size.
Supply Of Materials - Quarry Waste, Portland Cement, Coarse Sand Zone Iii, Aggregate Single Size 40Mm Nominal Size, Aggregate Single Size 80Mm Nominal Size, Aggregate Single Size 63Mm Nominal Size, Aggregate Single Size 50Mm Nominal Size, /Screenings 12.5/13.2 Mm Nominal Size, /Screenings 10/11.2 Mm Nominal Size, /Screenings 4.75 Mm Nominal Size, Royalty For Good Earth, Diesel Road Roller-8 To 10 Tonne, For Masonry Work, Through And Bond Size 24*24*39 Cm, Aggregate Single Size 20Mm Nominal Size, Aggregate Single Size 10Mm Nominal Size, Concrete Mixer 0.25 To 0.40 Cum With Hopper, Vibrator Needle Type 40 Mm, Structural Steel Such As Tees, Angles, Channels And R.S.Joists, Adjustable Telescopic Prop 3 M 2.02-3.75M, Beam Clamp 300-380 Mm 450-1070 Mm For Road Works Material Supply For Road Works On Ward 1 To 20 In Mgnregs
