Construction Of Cable Trench And Miscellaneous Cable Supports Inside Manali Refinery Of Cpcl Construction Of Cable Trench And Miscellaneous Cable Supports Inside Manali Refinery Of Cpcl , Cutting & Clearing The Areaof Grass,Rank,Vegetation,Wild Growth Bushes,Trees And Plants Upto 30Cm Girth Measured At A Height 1.0M Above Ground Leveletc, Including Removal Of Rubbish, Grass, Plants, Bushes, By Cutting It, Removing Completely As Per Directions Of Engineer-In Charge And Collecting All Cut Grass, Vegetation Etc And Staking It At Designated Place Within A Lead Of 100M With All Tools, Labour Etc. Complete As Per Specfications And Directions Of Engineer-In-Charge. , Earth Work In Excavationinall Types Of Soil ,Includingsoft Or Hard Murrum, But Excluding Soft And Hard Rock, Using Mechanical Means (Hydraulic Excavators)/Manually For Depth Upto 1.5M,Including Cutting And Dressing Of Sides In Slopes, Levelling, Grading And Ramming Of Bottoms, And Stacking Of Excavated Material Within A Lead Of 100M, Including Providing Temporary Supports To Existing Facilities Viz., Service Lineslikewater Pipes, Electric Under Ground Cablesetc. All Complete As Per The Specifications And Directions Of Engineer-In-Charge. , Same As Item No: 20 Above, But For Depth Beyond 1.5M And Upto 3.0M. , Excavating Trial Pits Manually Of Required Size & Depth Upto 3M At Locations As Specified With Necessary Shoring, Dewatering & Backfillingas Required, Etc. Complete As Per Specifications And As Directed By Engineer In Charge. , Backfilling After Execution Of The Work To The Proper Grade And Level With Selected Approved Available Excavated Soil Fromsoil Heaps Within A Lead Of 100M,Including Re-Excavating The Deposited Soil Excavated Earlier, Breaking Clods, Laying At All Depths And Heights In Layers Of Thickness Not Exceeding 150 Mm, Watering, Rolling And Ramming By Manual Methods/Mechanical Compactors , Dressing, Trimming Etc. In Foundations, Plinths,Filling Of Existing Sump With The Available Earth Etc.All Complete As Per Directions Of Engineer-In-Charge. , Transporting & Disposing The Surplus Earth & Debris Including Shrubs And Vegetations From Construction Area (Beyond The Initial Lead Of 100M) Todesignated Areas Within The Refinery Premises Up To A Lead Of 3Kmincluding 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 Directedby Engineer In Charge.( Note: If Measured By Stacks 30%Voids Will Be Deducted.) , Transporting & Disposing The Surplus Earth & Debris Including Shrubs And Vegetations From Construction Area (Beyond The Initial Lead Of 100M) To The Designated Area Outside The Refinery Premises Up To A Lead Of 7Km (Vaikkadu Village) 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 Directedby Engineer In Charge.( Note: If Measured By Stacks 30%Voids Will Be Deducted.) , Supplying And Filling M Sand Of Specified Quality Underfootings,Pedestal,Raft Etc. For All Depthsincluding The Cost Of Sand, Labour Charges,Tools And Tackles,Royalties, Transportation To Site For All Leads And Lifts, Including Loading, Unloading, Spreading In Layersnot Exceeding 150 Mm, Watering, Ramming, Compacting With Mechanical Compactors And/ Or Other Equipment To Specified Levelall Complete As Perspecifications And Directions Of Engineer-In-Charge. , Providing And Laying In Position Plain Cement Concrete (Pcc) 1:4:8 With 40Mm & Down Size Graded Aggregate For Levelling Course/Fill Under Footings,Raft, Pedestal,Pavement Etc., For All Depthsincluding All Tools And Tackles, Labour And Material Charges, Curing, Compacting,In Any Shape, Level, Thickness, Position And Finishing The Surface Smooth/Rough Etc., Complete As Directed By Engineer-In-Charge. , Providing, Mixing And Laying In Position Reinforced Cement Concrete (Rcc) Of Grade M35 With 20Mm And Down Graded Coarse Aggregates, As Per Is 456:2000 Using 53 Grade Ordinary Portland Cement ,With Minimum Cement Content Of 400Kg/Cu.M In Sub-Structure For All Depths And Upto Top Of Pedestal Of Supports, Including Cost Of Admixtures If Used,Labour Charges,Tools And Tackles, Providing Pockets, Openings, Recesses, Chamfering Etc., Wherever Required, Vibrating, Tamping, Curing And Rendering If Required To Give A Smooth & Even Surface And Providing Neat Cement Wash Etc.,(Excluding The Cost Ofreinforcement And Shuttering), Etc. All Complete As Specified And Directed By Engineer-In-Charge. , Providing, Mixing Andlaying In Position Rcc1:1.5:3 With 20Mm And Down Graded Coarse Aggregates As Per Is 456:2000 Using 53 Grade Ordinary Portland Cement In Super-Structure For All Heightsabove Ground Level Including Cost Of Admixtures,Labour Charges, Tools And Tackles,Providing Pockets, Openings, Recesses, Chamfering, Wherever Requried, Vibrating, Tamping, Curing And Rendering If Required To Give A Smooth & Even Surface, Providing Neat Cement Wash, Etc. (Excluding The Cost Of Reinforcement, Shuttering), Etc. All Complete As Specified,And Directed By Engineer-In-Charge. , Providing And Fixingcentering And Shuttering In Sub Structure For All Depths And Upto Top Of Pedeastal Of Supportsincluding Strutting, Bracing, Propping Etc. Keeping The Same In Position During Concreting And De-Shuttering & Removal Of The Same After Specified Period As Per Specifications.Keeping Necessary Provision For Inserts, Projecting Dowels,Or Any Other Fixture Etc. All Complete And As Specified And Directed Byengineer-In-Charge Complete With All Tools And Tackles,Materials, Labour Charges, Consumables Etc. (Form Work Shall Be Supplied By The Contractor And Shall Remain The Property Of The Contractor) , Providing And Fixingstraight / Inclined Centering And Shuttering In Super Structure At All Heights Above Ffl Level Including Strutting, Bracing, Propping Etc. Keeping The Same In Position During Concreting, De-Shuttering & Removal Of The Same After Specified Period As Per Specifications Etc.,Keeping Necessary Provision For Inserts, Projecting Dowels,Or Any Other Fixture Etc. All Complete And As Specified And Directed Byengineer-In-Charge Complete With All Tools And Tackles,Materials, Labour Charges, Consumables Etc. (Form Work Shall Be Supplied By The Contractor And Shall Remain The Property Of The Contractor) , Supplying, Fabricating And Placing In Position High Strength Deformed Steel Bar Reinforcement Of Grade Fe500 For Rcc Work, Straightening, Cleaning, Decoiling, Cutting, Bending To Required Shapes And Lengths As Per Details, Binding With Contractors Own 16 Standard Wire Gauge(Swg) Black Soft Annealed Binding Wire At Every Intersection, Supplying And Placing With Proper Cover Blocks, Supports, Overlaps, Chairs, Spacers, Lifting Hooks Etc For All Heights & Depths Etc. All Complete As Directed By Engineer-In-Charge. , Providing And Laying Brick Masonry In Super Structureabove Plinth Level Using Cement Mortar 1:5 (1 Cement:5 Sand)For Allheightsincluding The Cost Of Materials, Labour,Tools And Tackles, Scaffolding/Staging, Sampling And Testing, Soaking Of Bricks, Cutting And Laying Of Bricks, Providing Recesses, Making Openings Of Any Shape And Size,Embedding The Fittings,Curing, Etc. All Complete As Per Specifications, And As Directed By Engineer-In-Charge. , Providing 15Mm Thick Cement Plasterin Cement Mortar 1:4 (1Cement:4 Fine Sand By Volume) Onbrickmasonry,Pcc/Rcc Surfaces Including Preparation Of Base, Cleaning, Chipping ,Scaffolding If Required, Finishing, Curingincludingmouldings And Providing Grooves In Plaster, Etc. As Specifiedfor All Depths And Heights Including Labour Charges,Tools And Tackles,Material Costs Etc. As Per Specifications And Asdirected By The Engineer-In-Charge. , Supplying, Transporting, Storing, Fabricating & Erecting In Position Bolted And / Or Weldedstructural Steel Works Like Corner Curb Angles,Channels, Beams, Plates,Supports From Existing Piperacks At All Heights With Necessary Scaffolding And Staging Arrangements ,For T Supports,Extension Of Existing T Suports Etc. Confirming To Is: 2062 Etc.At All Heights & Levels And Locations Including All Builtup Sections/ Compound Sectionsmade Out Of Rolled Sections And / Or Plates / Bent Plates ,Edge Preparation,Cleaning, Scrapping & Welding Ofunsoundjoints In Existing Structural Members, Preheating, (Including Sealing Of Box Section With Continuous Welding ) Finishing Edges By Grinding , Fixing In Line And Level With Temporary Bracings,Including Providing Staging, Scaffoldings, & Working Platforms At All Heights, And Removal Of Same After Erection,Including Preparing The Surface For Painting , Surface Cleaning, Wire Brushing, Removal Of Mill Scale, Dust, Rust, Oil Or Grease, Etc Complete. Including Providing Paint System As Follows:(A) Applying Inorganic Zinc Silicate Coat 75 Micron Dft(B) Two Coats Of Epoxy Primer Paint 75 Micron Dft Each(C) Two Coats Of Anti Rust Epoxy Top Coat Paint 100 Micron Dft Each As Per Manufacturers Specifications And As Directed By Engineer-In-Charge. Note:-One Coat Of Zinc Silicate And One Coat Of Epoxy Primer Shall Be Applied On Structural Steel Surfacesin Fabrication Yard Prior To Erection As Per Specifications And As Directed By Engineer-In-Charge. , Manufacturing, Transporting, Supplying And Erecting In Position Rcc Precast Elements Such As Cover Slabs For Cable Trench,Culvert Etc. Of M-35 Grade With20mm And Down Size Graded Crushed Stone Aggregates As Per Is:456-2000,With Minimum Cement Content Of 400Kg/Cu.M Usingordinary Portland Cement (Opc) 53 Grade Each Unit Upto And Inclusive Of 1000Kg. For All Leads, Levels, Shapes And Thickness Including All Moulds, Shuttering And Centering, Vibrating, Tamping, Curing, Chamfering, Wherever Required, Finishing The Top Surface With Cement Mortar 1:3( 1 Cement : 3 Sand) To Give Asmooth And Even Surface Or Non Skid Finish As Specified, Providing Lifitng Hooks,Metal Inserts,Making Holes Pockets, (Only M.S. Inserts To Be Measured & Paid Seperately) Transporting To Site, Erecting, Levelling, Aligning And Fixing In Positionall Complete (Excluding Cost Of Reinforcement) And As Directed By The Engineer-In-Charge. , Providingandfixing M.S. Steel Inserts(With Holdfasts Lugs) 6Mm To 16Mm Thick Made Outasshownin Drawing Including Fabrication To Any Shape Made Out Of Flats, Plates, Rolled Sections, Sleeves, Pipes (For Cable Entry) Etc. Providing Necessary Templates, Staging, Cutting, Straightening, If Required, Bolting, Welding As Required And Embedding In Position On Both Plain,Reinforced Cement Concrete Members Inclusive Of Adjusting Shuttering & Reinforcement/Any Other Fixture, Welding Where Necessary, Tying And Holding To Correct Level, Line And Position, Any Auxilliary Dummy Structures To Support The Heavy Inserts,& Painting With One Shop Coat Of Inorganic Zinc Silicate Primer (75 Micron) And Finishing With Two Coats Of Anti Rust Epoxy Paint (100 Micron Each Coat)Etc Complete As Perdrawing And Specification And Direction Of Engineer-In-Charge. , Supplying, Transporting, Fabricating, Erecting And Fixing In Position As Per The Specifications, Electroforged Hot Dip Galvanised Gratings (Gi Coating Weight Shall Be 305Gm/Sqm As Per Is 4759) Of The Approved Design And Pattern And Erecting & Fixing Of Fabricated Steel Work On Operating Floors, Platforms, Stair Landings & Treads,Drain Cover Etc., At Various Levels Including Supply Of All Gi Fixtures Like Edge Plates For Treads,Clips, Studs, Bolts, Welding If Required And Nosing For The Treads And Etc., Complete, As Per Drawings, Specifications & As Directed By Engineer-In-Charge. , Making Necessary Openings Of 100 Mm Diameter In Rccwallsusing Core Cutting Method, Including Supply Of All Tools And Tackles Necessary Arrangements Etc., Cutting Lapping /Welding Of Reinforcement Bars As Directed By Engineer-In-Charge. , Same As Item No.210 Above, But For 150 Mm Dia.Opening , Same As Item No.210 Above, But For 200 Mm Dia.Opening. , Providing And Fixing160 Mm Outer Dia.Poly Vinyl Chloride(Pvc) Pipes For Irc Trenches Confirming To Latest Revision Ofis:4985 Class 1,Including Allfittings & Accessories ,Cutting The Pipe,If Necessary,Lowering,Laying In Position To Proper Levels,Slopes,Providing Proper Jointing As Per Code Requireemntsor Manufacturers Recommedations,Sealing The Open Ends Of Pipes With Gunny Bags Etc. All Complete As Per Drawings, Specifications And Directions Ofengineer-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 At Designated Places Within The Refinery Premises Upto A Lead Of 3Kmcomplete As Per Specifications And As Directed By Engineer-In-Charge. , Demolishing Reinforced 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 & Tackles Labours,Necessary Scaffolding, Propping, Underpinning, Cleaning And Including,Cutting, Straightening, Scrapping Of Rebars And Disposal Of Unserviceable Material At Designated Places Within The Refinery Premises Upto A Lead Of 3Km As Directed By The Engineer-In-Charge. , Demolishing Plain Cement Concrete (Taking All Necessary Safety Precautions)Manually / By Mechanical Means For All Depths And Heights Belowand Above Plinth Level Including Supply Of All Tools And Tackles, Necessary Scaffolding, Propping, Underpinning, Cleaning And Disposal Of Unserviceable Material At Designated Places Within The Refinery Premises Upto A Lead Of 3Km As Directed By The Engineer-In-Charge. , Demolishing Brick Masonry Work In Lime Or Cement Mortar (Taking All Necessary Safety Precautions) For Existing Compound Wall,Manually / By Mechanical Means For All Depths And Heights Belowand Above Plinth Level Including Supply Of All Tools And Tackles, Necessary Scaffolding, Propping, Underpinning, Cleaning And Disposal Of Unserviceable Material At Designated Places Within The Refinery Premises Upto A Lead Of 3Kmas Directed By The Engineer-In-Charge. , Providing And Laying Reinforced Np3 Class (Medium Duty) Rcc Hume Pipe Of 300Mm Dia. With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2(1Cement:2M Sand)For Road Crossing Etc.Including Cutting, Lowering, Laying In Position , With Proper Level, Slope , Testing Of Joints Etc. As Per Specifications And Directed By Engineer -In-Charge. , Same As Sl. No. 290 Above,But For 450Mm Diameter. , Supply Of Unskilled Labourto Carry Out Petty Works Not Assessable For Measurements/Minor Repair Works, On Day-To-Day Basis. The Rates Shall Include Esi, Pf, Payroll Cost And Allowances, Fringe Benefits, Overhead Supervision, Profits Andhand Tools Etc. All Complete As Directed By Engineer In Charge.
