Tender For Road Repair Works In Refinery Premises At Cpcl - Manali , Road Repair Works - 2019-20 , Preparation And Consolidation Of Sub Grade With Power Road Roller ( Vibro Roller ) Of 8 To 12 Tonne Capacity After Box Cutting Earth Below Finished Ground Level For Road Work In All Types Of Soil , Dressing Of Sides In Slopes , Levelling , Grading And Ramming Of Bottoms , Dewatering Of Accumlated Water From Any Source And Keeping The Surface Dry Till The Completion Of Subsequent Work And Disposal Of Stacking Of Excavated Materials Within The Lead Of 100M As Directed , Supply Of All Labours , Tools , Equipments To Complete The Work , Etc . , As Per Specifications And Directions Of Engineer-In-Charge , Providing And Construction Of Granular Sub Base ( Gsb ) With Close Graded Coarse And Fine Material Confirming To Grade-I ( Size Range 75Mm To 0 . 075Mm ) Having Cbr Value-30 , Mixed Well As Per Specifications; Over Prepared Subgrade As Directed Including The Cost Of Gsb Material , Taxes , Royalties , Transportation To Site , Handling , Spreading , Watering , Compacting In Layers To Proper Grade / Camber / Level With Vibratory Power Roller To Achieve The Desired Density , Ramming , With All Transportation , Leads And Lifts Etc . Complete As Per Specifications And Directions Of Engineer-In-Charge . , Providing And Laying To Required Camber Granular Base Wet Mix Macadam , Comprising Of Coarse Aggregate 53 Mm & Down Size As Per Specification Including Preparation Of Mix In Approved Mixing Plant With Controlled Addition Of Water , Spreading With Paver Finisher Or Motor Grader & Rolling With Vibratory Power Roller In Layer Of Compacted Thickness 150Mm As Directed By Engineer In Charge . , Providing & Laying To Required Camber Bituminous Macadam With 60 / 70 ( Vg-30 ) Grade Bitumen Over Prepared Granular Base Comprising Of Bitumen , Coarse Aggregate , Fine Aggregate , Anti Stripping Agent As Perspecification , Including Spraying Of Prime Coat @ 0 . 9Kg / Sq . M . And Tackcoat @ 0 . 3Kg / Sq . M . , Spreading Of Mix With Self Propelled Paver Finisher & Rolling With Vibratory Power Roller Inclusive Of Applying Primecoat And Tack Coat As Per Specifications , As Directed By Engineer In Charge . , Providing And Laying 30 Mm Thick Bitumen Premix Carpet Consisting Of 12Mm & Down Stone With 5 . 5% , 80 / 100 ( Vg-10 ) Grade Bitumen And Including Heating Bitumen , Mixing Stone Chips , Grit , Laying To Propergrade And Camber With 12 Mm And Down Size Aggregate , Including Thepreparation Of Surface , Rolling Premix Carpet With Vibratory Powerroller , Including Spreading Sand Over Finished Surfaces Includingbrushing And Clearing Surfaces , Spraying Tack Coat Of Bitumen @0 . 9Kg / Sq . M Etc . , All Complete As Per Specifications And Directions Of Engineer-In-Charge . , Same As Item No . 10 . 05 , But For 50Mm Thickness Bitumen Premix Carpet , Transporting & Disposing The Surplus Earth From Construction Area ( Beyond The Initial Lead Of 100M ) To Ammulavoyalarea Up To A Lead Of 10Km Including Re-Excavating The Deposited Soil Excavated Earlier , Transportation , Loading , Unloading , Laying At All Depths & Heights , Stacking , Levelling And Dressing Both Areas ( Viz . , From Where The Earth Is Transported And Where It Is Deposited ) To Required Levels And Slopes Complete With All Lifts As Directed By Engineer In Charge . ( Note: If Measured By Stacks 30% Voids Will Be Deducted . ) , Demolishing Plain Cement Concrete ( Taking All Necessary Safety Precautions ) Manually / By Mechanical Means For All Depths And Heights Below And Above Plinth Level Including Supply Of All Tools And Tackles , Necessary Scaffolding , Propping , Under Pinning , Cleaning And Disposal Of Unserviceable Material In Ammulavoyal Area Within A Lead Of 10Km Outside The Refinery Premises As Directed By The Engineer-In-Charge . , Dismantling Reinforced Cement Concrete Work ( Taking All Necessary Safety Precautions ) Manually / By Mechanical Means For All Depths And Heights Below And Above Plinth Level Including Supply Of All Tools & Tackles Labours , Necessary Scaffolding , Propping , Underpinning , Cleaning And Including , Cutting , Straightening , Scrapping Of Rebars And Disposal Of Unserviceable Material In Ammulavoyal Area Within A Lead Of 10Km Outside The Refinery Premises As Directed By The Engineer-In-Charge . , Demolishing Bituminous Road ( Taking All Necessary Safety Precautions ) Including Bituminous Carpet , Metal Base , Soling Etc . Including Supply Of All Tools & Tackles , Necessary Scaffolding , Propping , Underpinning Etc . , Disposal Of The Unserviceable Material Up To 10Km Lead Outside The Refinery Premises In Ammulavoyal Area Complete As Per Specifications And As Directed By Engineer-In-Charge . , Providing And Applying 2 . 5 Mm Thick Road Marking Strips ( Retro- Reflective ) Of Specified Shade / Colour Using Hot Thermoplastic Material By Fully / Semi Automatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe , Glass Beads Dispenser , Propane Tank Heater And Profile Shoe Heater , Driven By Experienced Operator On Road Surface Including Cost Of Material , Labour , T&P , Cleaning The Road Surface Of All Dirt , Seals , Oil , Grease And Foreign Material Etc . Complete As Per Direction Of Engineer-In-Charge And Accordance With Applicable Specifications . , Providing And Fixing Glow Studs Of Size 100X20 Mm Made Of Heavy Duty Body Shall Be Moulded Asa ( Acrylic Styrene Acryloretrite ) Or Hip ( High Impact Polystyrene ) Or Abs Having Electronically Welded Micro- Prismatic Lens With Abrasion Resistant Coating As Approved By Engineer In Charge . The Glow Stud Shall Support A Load Of 13635 Kg Tested In Accordance With Astm D4280 . The Slope Of Retro- Reflective Surface Shall Be 35 ( + / -5 ) Degress To Base . The Reflective Panels On Both Sides With At Least 12 Cm Of Reflective Area Up Each Side . The Luminance Intensity Should Be As Per The Specification And Shall Be Tested As Described In Astm I: 809 As Recommended In Bs: 873 Part 4 : 1973 . The Studs Shall Be Fixed To The Road Surface Using The Adhesive Conforming To Is , As Per Procedure Recommended By The Manufacturer Complete And As Per Direction Of Engineer-In-Charge . , Proving And Laying At Or Near Ground Level Factory Made Precast Cement Concrete Kerb Stones Of 1:1 . 5:3 ( 1 Cement: 1 . 5 Coarse Aggregate: 3 Fine Aggregates ) Cement Concrete Grade Of Approximate Size ( 350X150x450 Mm Height ) / Size As Per Site Condition , Including Excavation , Backfilling , Postion To The Required Line , Level And Curvature , Jointed With Cement Mortar 1:3 ( 1 Cement: 2 Coarse Sand / M-Sand ) Including Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curves Shall Not Be More Than 5Mm ) Including Making Drainage Opening Wherever Required , Submitting Of Test Reports All Complete Etc . As Per Direction Of Engineer-In-Charge . , Supplying And Applying Two Coats Of Synthetic Enamel Paint For Kerb Stones Of Asian Or Any Other Equivalent Approved Brand Of Required Shade And Including Surface Preparation , Cleaning , Removing Dust , Filling All Holes , Etc All Complete As Per Specifications And Directions Of Engineer-In-Charge .
