Civil Works For Solar Panels In Ref-I Flare Area At Manali Refinery Of Cpcl , 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 & Rollingwith Vibratory Power Roller In Layer Of Compacted Thickness 150Mm As Directed By Engineer In Charge. , Providing And Laying In Position Cement Concrete 1:2:4 With Minimum Cement Content Of 320 Kg/Cum In Pavement With 20Mm & Down Size Graded Aggregate For Levelling Course/Fill Under Footings,Pedestal 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. , 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 2.0M,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. , 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, 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.) , Supplying And Filling M Sand Of Specified Quality Underfootings,Pedestal 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. , Supplying And Filling Approved Quarry Dust Of Specified Quality Under Floors, Plinths, Etc. For All Depthsincluding The Cost Of Quarry Dust, Labour Charges, Tools And Tackles, Royalties, Transportation To Site For All Leads And Lifts, Including Loading, Unloading, Spreading In Layer Not Exceeding 150 Mm, Watering, Ramming, Compacting With Mechanical Compactors 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,Pedestal 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 Rcc 1:1.5:3 With 20Mm And Down Graded Coarse Aggregates As Per Is 456:2000 Using 53 Grade Ordinary Portland Cement In Sub-Structure For All Depths Upto Ffl Level 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 Ffl 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 Fixing Straight / Inclinedcentering And Shuttering In Sub Structure For All Depths Upto Ffl Levelincluding 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 Ffl Level Using Cement Mortar 1:5 (1 Cement:5 Coarse 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) Onbrick Masonry/ Concrete Surfaces Including Preparation Of Base, Cleaning, Chipping, Scaffolding, Finishing, Curingincludingmouldings And Providing Grooves In Plaster, Bands, Mouldings 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. , Providing 12Mm Thick Cement Plasterin Cement Mortar 1:4 (1Cement:4 Fine Sand By Volume) Onbrickmasonry, Concrete Surfacesincluding Preparation Of Base, Cleaning, Chipping, Scaffolding If Required, Finishing, Curingincludingmouldings And Providing Grooves In Plaster, Bands, Mouldings 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. , Providing 6Mm Thick Cement Plaster In Cement Mortar 1:3 (1Cement:3 Fine Sand By Volume) On Roof Ceilings, Concretesurfaces Including Preparation Of Base, Cleaning, Chipping, Packing Of Electrical Works,Scaffolding, Finishing, Curing Etc.For All Heights Complete With All Labour Charges,Material Costs,Tools And Tackles Etc.As Per Specifications And As Directed By The Engineer-In-Charge. , Providingandapplying Two Coats Of Interior Emulsion With Wall Putty Of Approved Make Of Any Shades/Coloursover One Coat Of Primer Asper The Specifications Includingnecessaryscaffolding And Surface Preparation Consisting Of Application Of Plaster Of Paris Punning Over Entire Surface, Filling All Holes And Depressions With White Cement, Applying A Coat Of Primer, Two Or More Coats Of Oil Based Putty(As Per Manufacturers Recommendations)Sand Paperingetc. In Walls And Roof Ceiling, Complete As Per Specification And As Directed By Engineer-In-Charge. , Providing And Applying Exterior Emulsion Paint On Rcc /Brick Walls / Plastered Surface Etc. Of Asian ,Nerolac,Berger Or Any Other Equivalent Approved Make, One Coat Of Primer Andtwo Or More Coats (To Give A Smooth And Even Shade)Of Anti-Fungal, Water Proof, Anti Flakingweather Proof Paintof Approved Quality And Shade Etc. Asper The Specifications Includingnecessaryscaffolding, Cleaning And Surface Preparation, Preparation Consisting Of Application Of Plaster Of Paris Punning Over Entire Surface,Filling All Holes And Depressions With Plaster Of Paris, Applying A Coat Of Primer, Two Or More Coats Of Oil/Water Based Putty(As Per Manufacturers Recommendations) Sand Papering Etc., All Complete As Per Specification And As Directed By Engineer-In-Charge. , Providing And Applying 3 Coats Of White Wash Of Approved Make And Shade For All Depths And Heights Including Cleaning, Preparation Of Surfaces, Curing Etc With All Labours, Tools, Tackles, Scafolding Etc. Complete As Directed By Engineer-In-Charge And As Per Specifications. , Supplying, Transporting, Storing, Fabricating & Erecting In Position Bolted And / Or Weldedstructural Steel Works Like Angles, Channels, Beams, Plates, Square/Round Bars, Pipes, Tubesfor Ladders At All Heights & Levels And Locations Including All Builtup Sections/ Compound Sectionsmade Out Of Rolled Sections And / Or Plates / Bent Plates For Curb Edging Etc., Cutting To Required Size, Straightening/Bending If Required, Edge Preparation,Cleaning, Scrapping & Welding, Preheating, Finishing Edges By Grinding, Fixing In Line And Level,Including Preparing The Surface For Painting,Surface Cleaning, Wire Brushing, Removal Of Mill Scale, Dust, Rust, Oil Or Grease Etc Complete Along With 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 Surfaces After Grit Blast Cleaning In Workshop Prior To Erection As Per Specifications And As Directed By Engineer-In-Charge. Supply Of All Materials In Contractors Scope. , Providing And Laying Vitrified Floor Tiles Of 600Mmx 600Mmofjohnson Or Approved Equivalent Makelaid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement:4 Sand), Including A Coating Of Adhesive As Per Manufacturers Specifications, Flush Pointing Of Joints Of Tiles With Cement Paste, Grouting With White Cement And Pigment With Colour Matching The Shades Of Tiles Including Skirting, Finishing, Curing, Material Costs, Labour Charges, Tools And Tackles Etc. All Complete As Directed By Engineer-In-Charge. , Providing And Fixing In Positionupvc Doors Both Single Leaf/Double Leaf White In Colour Comprising Of Glass Panel Minimum 5Mm Thick And Upvc Panels Of Minimum 15Mm Thickness (Doors May Be Either Partly Glazed Partly Paneled Or Fully Panelled)With Upvc Stiles, Rails,Frame And Accessories Holdfasts, Hinges, Pull Handles On Both Sides, Locking Arrangement As Per Requirementincluding Labour Charges, Material Cost, Tools And Tackles All Complete As Per Specifications & As Directed By Engineer-In-Charge. , Providing & Laying To Required Slope Cement Concrete Screed Of Mix 1:1.5:3 (1 Cement : 1.5 Coarse Sand: 3 Coarse Aggregates 12.5Mm And Down Graded Aggregates) Using 53 Grade Opc Inroof Terrace Etc. Laid To Required Slope And Thickness & Inclusive Of Curing/Pond Curing, Brooming With Wire Brush, Finishingetc.All Labours, Tools And Tackles Complete As Per Drawing, Specification & As Directed By Engineer In Charge. , Providing And Laying Water Proofing Membrane To Roof Of Atactic Poly Propylene (App) With Non-Woven Polyster Reinforcement Having Thin Poly Ethylene Foil Of Approved Quality Inculding Cleaning, Crack Filling, Rendering And Necessary Fixing Arrangements As Per Manufacturers Specifications, Rate Shall Include Supplying & Sprinkling Pea-Sized Gravel Or Grit Devoid Fine Sand Over Member Complete As Per Drawing, Specifications And As Directed By Engineer-In-Charge. (The Thickness Of Atactic Poly Propylene (App) Membrane To Be Considered As 4.0Mm) , Providing And Fixing 160 Mm Dia. Rigid Pvc Rain Water Pipeswith Ms Holder Clamps Including Fixing/Embedding Into Masonry/Concrete, Providing Connections Like Shoes, Vents, Specials, Bends Etc. Fixing In Perfect Plumb Etc. All Complete Including Jointing With Bonding Solution Of Approved Quality And Make With Pressure Rating Of 4 Kg/ Sq.Cm Including Clamps, Connections, Etc. Complete As Per Specifications And As Directed By Engineer-In-Charge. , Providing And Fixingaluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closerof Approved Make With Double Speed Adjustment With Necessaryaccessories And Screws With All Labour Charges,Tools & Tackles Etc. All Completeas 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 Within The Refinery Premises Upto A Lead Of 3Kmas Directed By The Engineer-In-Charge. => Limited
