Civil Works For Silo-I For Coke Handling System In Manali Refinery Of Cpcl Civil Works For Silo-I Deck Slab And Other Balance Works In Silo-I For Coke Handling System In Manali Refinery Of Cpcl , Providing Necessary Barricading Workswith 1Mm Thick Corrugated Gi Sheets And Supporting With Necessary Structural Steel Arrangements Including Scafffolding Pipes And Tubes For A Maximum Height Of 3M, Embedding The Same In Firm Ground With Necessary Foundation Works Etc. Rate Quoted Should Include Mobilisation And Erection Of The Above Items Including Demobilisation After Completion Of Works.The Same Will Be The Property Of Contractor. , Providing&Laying Dry Rubble Soling (Hard Core) With 20 To 40 Mm Size Metal, Under Foundations/ Ground Floor Slab (Grade Slab) Etc., Including Filling Recesses By Grit, Stone Chips & Approved Murrum, Watering, Dressing, Compacting With Mechanical Compactors Etc., Complete As Per Drawings, Specifications And As Per Thedirections Of Engineer-In-Charge. , Providing, Mixing And Laying Of Pcc 1:4:8 Nominal Mix Using 40 Mm And Downgraded Coarse Aggregate And Using Opc (53 Grade) For Any Thickness For All Depths Belowraft ,Pile Cap Etc., Including Shuttering, Tamping, Ramming, Vibrating, Curing, Etc., All As Specified In Any Shape, Position, Thickness And Finishing The Top Surface Rough Or Smooth As Specified And Directed All Complete, As Per Drawings, Specifications And 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 And Minimum Cement Content Of 400Kg/Cu.M As Per Is 456:2000 Using 53 Grade Ordinary Portland Cement In Sub Structurefor All Depths Upto 450Mm From Ground Level Along With Cost Of Admixtures, 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.Including Single Pour Concreting As Specified In Drawing,(Excluding The Cost Ofreinforcement And Shuttering), Etc. All Complete As Specified And Directed By Engineer-In-Charge. , Providing, Mixing Andlaying In Position Reinforced Cement Concrete (Rcc)Of Grade M30 With 20Mm And Down Graded Coarse Aggregates And Minimum Cement Content Of 330 Kg/Cu.M ; As Per Is 456:2000Using 53 Grade Ordinary Portland Cement In Super-Structurefor Height Above 20M Upto 50M Including Silo Wall Concreting , 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 Formwork In Super Structures Forheight Above 20M Upto 50Mfrom Ground Level,Including Steel Strutting, Bracing, Propping, Keeping The Same In Position During Concreting And Removal Of The Same After Specified Period, Application Of Mould Releasing Agents Ofapproved Make, For Straight/Inclined Shuttering, Keeping Necessary Provision For Inserts, Projecting Dowels Or Any Other Fixture, Etc., All Complete And As Specified And Directed By Engineer-In-Charge. , Supplying, Fabricating And Placing In Position High Strength Deformed Steel Bar Reinforcement Of Grade Fe500d 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 Structure With Bricks Of Class 5.0 In Using Cement Mortar 1:6 (1 Cement:6 M 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, Sealing The Gap Between Masonry And Soffit Of Beam/Slab, Embedding The Fittings,Curing, Etc. All Complete As Per Specifications, And As Directed By Engineer-In-Charge. , Providing 20 Mm Thick Cement Plaster In 2 Coats, 1St Coat Of 12 Mm Thick In Cement Mortar 1:4(1 Cement:4 M Sand) & 2Nd Coat Of 8 Mm Thick In Cement Mortar 1:4 (1 Cement:4 M Sand)Plain Cement Plaster Outside/Inside The Building/Boundary Wall Finished To A Smooth Finish Including Providinggrooves At Junctions Of Two Dissimilar Materials All Complete As Directed By Eic. , Providing 6Mm Thick Cement Plaster In Cement Mortar 1:3 (1Cement:3 M-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. , Providing & Applying Interior Paint One Coat Of Emulsion Primer & Filling Cervices, If Any With Putty & Applying Two Coats Of Acrylic Distemper Paint Of Asian / Approved Equivalent Make, As Per The Manufacturer’S Specifications Including Necessary Scaffolding, Brushing, Cleaning & Surface Preparation With Plaster Of Paris Punning Etc. Complete As Per Specifications, Drawings And As Directed By Engineer-In-Charge. , Providing And Applying Three Coats Of Approved White Wash (Comprising Of Fat Lime, Water , Gum With Hot Water And Sodium Chloride With Hot Water) In Interior Surfaces As Per The Specifications Including Necessary Scaffolding And Surface Preparation Etc., Complete As Per Specification And As Directed By Engineer-In-Charge. , Supplying And Applying Two Coats Of Premium Acrylic Emulsion Exteriorpaintof Required Shade And Includingsurface Preparation, A Priming Coat With Emulsion Primer Of Approved Brand As Same As Final Coat Including Cleaning, Removing Dust, Filling All Holes, Cracks And Depressions With Wall Putty , Necessary Scaffolding Etc, Etc All Complete As Per Specifications And Directions Of Engineer-In-Charge. , Providing & Laying 15Mm Thick Tile Acid Resistant Tiles (Vitrified) To Floors Of Approvedmake Bedding & Joints Filled With Appropriate Acid Proof Cement . All Work Completeas Per Manufacturer’S Specifications, Drawing & As Directed By Engineer In Charge. , Providing & Laying Acid Resistant Tiles (Vitrified)To 10 To 12 Mm Thick For Walls Of Approvedmake With Applying 2 Coats (To The Base Concrete)Of Mixture Of General Purpose Polymer (Bonding Agent ) Mixed With Opc Cement, Sprinkling Silica To Make Surface Rough . Bedding Mortar Of 8 To 10 Mm Thickness In 1:3 Ratio With 5 % General Purpose Polymer Added To Cement .Joints Of Min. Width 5 To 8 Mm Raked, Cleaned & Filled With Appropriate Acid Proof Cement . All Work Completeas Per Manufacturer’S Specifications, Drawing & As Directed By Engineer In Charge. , Providing And Fixing Pressed Steel Door And Window Frames Of Size (Assorted Size Out Of) Overall 125Mm X60mm Section, Of Required Profile Conforming To Is: 4351,Made Of 16 Swg Pressed Steel Including/ Consisting Of:I)3 Mm Thick Ms Flat Spacers Welded To Frame @ 500Mmc/C And At Holdfast Locations.Ii)Filling The Hollow Frame Section With Concrete. Iii)Ms Angle(20Mmx20mmx3mm) Horizontal Tie Member Belowfloor Finish. Iv)Ms Holdfasts (200Mmx25mmx6mm) Welded Tospacers. V)Fixing To Masonry (By Grouting The Holdfasts With M-15Grade Concrete In Minimum 250Mm X 100Mm X 100Mmsized Hole)/ Fixing To Rcc (By Minimum 100Mm Long, 12 Mm Dia Metallic Counter Sunk Anchor Fasteners) Vi)Ms Pad Plates (40Mm X150mm X 3Mm) & Gi Mortar Guard Welded To Frame At Hinge And Other Hardware Locations.Vii)Metering Of Joints Between Horizontal And Verticalmembers, Grinding And Smoothening Of Welding, Cleaningof Frame Surface, Finishing (Synthetic Enamel Painting/Electrostatic Powder Coating/ Polyurethane (Pu) Coating),Making True Alignments And Surfaces Etc. All Complete.Notes:1)Cumulative Length Of All Horizontal And Vertical Frame Members Shall Be Measured For Payment. Frames Painted With Polyurethane (Pu) Paint Coating Over Epoxy Primer. , Providing And Fixing Pressed Steel Sheet Door Shutter Made Of 18 Swg Galvanized Pressed Steel Sheet Bent To Form Hollow Box Of 40 Mm Overall Thickness; And Consisting Of/ Including:(I) 3 Mm Thick Ms Flat All Along Perimeter(Ii) Packing The Shutter With Mineral Wool (48 Kg/Cum)Without Gap(Iii) Strengthening With 18 Swg Gi Vertical Stiffeners@200 C/C (Iv) 3 Mm Thick Ms Pad Plates Welded Inside At Required Locations For Fixing Of Hardware Etc. (V) Fixing To Door Frame By 100 Mm Long Ss 304 Grade Heavy Duty Ball Bearing Hinge @600 C/C Maximum(Vi) Hardware And Vision Panel As Required.(Vii) Grinding And Smoothening Of Welding, Cleaning, Finishing (Synthetic Enamel Painting/ Polyurethane (Pu) Coating/ Electrostatic Powder Coating), Making True Alignments And Surfaces Etc. All Complete.Notes:Only The Net Shutter(S) Area Shall Be Measured For Payment. Single Shutter Painted With Electrostatic Powder Coating With Following Hardware: (I) Over Head Hydraulic Door Closer (Heavy Duty).(Ii) Ss 304 Grade 16 Mm Dia 250Mm Long Aldrop On Both Sides Of Shutter.(Iii) Spring Loaded Heavy Duty Door Stopper(Iv) Ss 304 Grade 19 Mm Dia.200 Mm Long Handle On Both Side Of Shutter.(V) 10 Mm Dia Ss 304 Tower Bolt (250Mm Long For 2100Mm Height & 600Mm Long For 2500Mm Height). , Providing And Fixing Pressed Steel Sheet Door Shutter Made Of 18 Swg Galvanized Pressed Steel Sheet Bent To Form Hollow Box Of 40 Mm Overall Thickness; And Consisting Of/ Including:(I) 3 Mm Thick Ms Flat All Along Perimeter(Ii) Packing The Shutter With Mineral Wool (48 Kg/Cum)Without Gap(Iii) Strengthening With 18 Swg Gi Vertical Stiffeners@200 C/C (Iv) 3 Mm Thick Ms Pad Plates Welded Inside At Required Locations For Fixing Of Hardware Etc. (V) Fixing To Door Frame By 100 Mm Long Ss 304 Grade Heavy Duty Ball Bearing Hinge @600 C/C Maximum(Vi) Hardware And Vision Panel As Required.(Vii) Grinding And Smoothening Of Welding, Cleaning, Finishing (Synthetic Enamel Painting/ Polyurethane (Pu) Coating/ Electrostatic Powder Coating), Making True Alignments And Surfaces Etc. All Complete.Notes:Only The Net Shutter(S) Area Shall Be Measured For Payment. Double Shutter Painted With Electrostatic Powder Coating With Following Hardware:(I) Over Head Hydraulic Door Closer (Heavy Duty).(Ii) Ss 304 Grade 16 Mm Dia 300Mm Long Aldrop On Bothsides Of Shutter.(Iii) Spring Loaded Heavy Duty Door Stopper.(Iv) Ss 304 Grade 19 Mm Dia.200 Mm Long Handle On Both Side Of Shutter.(V) 10 Mm Dia Ss 304 Tower Bolt ( 250Mm Long For 2100Mm Height & 600Mm Long For 2500Mm Height) (Vi) 2Mm Thick 25Mmx 25Mm Gi Angles (Vertical) Welded To Each Shutter At The Meeting Point Of Double Shutter. , Grouting Pockets, Holes, Pipe Sleeves Of Any Shape Or Size, Column Bases, Machine Bases Etc.Using Non Shrink Grout Of Approved Make Equivalent Including Supply Of Material,Roughening Surface, Cleaning With Compressed Air/Water Jets, Ramming, Curing,Labour Charges Etc.All Complete As Directed By Engineer-In-Charge. , Supplying Structural Steelconforming To Is:2062 Grade A, (Yield Strength 250.0 N/Mm2) Transporting, Storage, Straightening, Cleaning, Fabricating Welded / Bolted Structural Steel Workin Columns, Beams, Trusses, Purlins, Platforms, Ladders, Monorails, Staircases, Supports, Strengthening Of Steel Members Etc. At Site To Line And Level, Including Supply Of Bolts, Supply Of Shim Plates & Approved Welding Electrodes, Including Making Templates, Welding, Bolting, Erection Bolting, Splicing Etc. As Per Specifications And Drawing And As Directed By The Owner/Consultant. Cutting To Required Size, Straightening/ Bending If Required, Edge Preparation, Cleaing, Scrapping And Welding, Preheating, Finishing Edges By Grinding, Fixing In Line Ans Level, Including Preparing The Surface For Painting, Surface Cleaing, Wire Brushing, Removal Of Mill Scale, Dust, Rust, Oil Or Grease Etc.., Complete Along With Providing Paint System As Follows: (A) Applying Inorganinc Zinc Silicate Coat 50Micron Dft (B) One Coat Of Epoxy Primer Paint 50 Micron Dft Each (C) Two Coat Of Anti Rust Epoxy Top Coat Paint 50Micron 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 Gritblast Cleaing In Workshop Prior To Erection As Per Specifications And As Directed By Engineer-In-Charge. Supply Of All Materials In Contractors Scope. , Providing And Placing / Spreading 500 Microns Thick Hdpe Sheet / Film Including Laps As Per Drawing & As Directed By Engineer -In-Charge. , Supplying, Assembling And Installing 1000 Mm High Satin Finish Stainless Steel (Ss 304 Grade) Tubular Railing Of Approved Design In Staircases, Ramps, Around Floor Cutouts Etc. Consisting Of:1. 50Mm Dia Ss Pipe Top Handrail 2. 32 Mm Dia Ss Pipe Balusters (At Every Third Step Forstaircase, @ Maximum 1200Mm C/C For Ramp, Floor Cutouts)3. 3 Nos Minimum 18Mm Dia Ss Pipe Intermediate Handrails.Including:1. Fixing Balusters To Floor With 4 Nos Bolts Änd 8Mm Thick, 100Mm Dia Ss Base Plate & Ss Cap/Collar.2. Fixing Top Handrail To The Balusters With 12Mm Dia Ss Bar Connector & 6Mm Thick Ss Saddle Plate.3. Fixing Intermediate Handrails To The Balusters With 12Mm Dia Ss Bar Connector.4. All End Caps, Decorative Caps Over Balustrades,Necessary Bending, Welding, Polishing Of Allwelded Joints (Length Of Top Handrail Shall Be Measured For Payment). , Supplying,Handling,Transporting To Site Of Work And Fixing Approved Electroplated Steel Heavy Duty Mechanical Anchor Fasteners,Of 12Mm Dia At Specified Positions On Concrete Floors,Roofs,Beams( Sides And Bottom), Walls,Columns Etc. According To Manufacturers Specifications Including All Accessories Like Nuts,Washers Etc. Of Required Size,Testing,Necessary Scaffolding,Drilling Of The Holes In Concrete Surface With Electric Drill,Cleaning Of Holes With Air Blowout & Wire-Brush And Making Good Any Damage Done To The Structure Etc. All Complete For All Heights, Depths And Locations As Per Manufacturers Specification And Directed By Engineer-In-Charge. , Supplying,Handling,Transporting To Site Of Work And Fixing Approved Electroplated Steel Heavy Duty Chemical Anchor Fasteners , Packed In Flexible Chemical Foil Or Dual Foil Type, To Be Used With The Help Of Dispenser, Of 12Mm Dia At Specified Positions On Concrete Floors,Roofs,Beams( Sides And Bottom), Walls,Columns Etc. According To Manufacturers Specifications Including All Accessories Like Nuts,Washers Etc. Of Required Size,Testing,Necessary Scaffolding,Drilling Of The Holes In Concrete Surface With Electric Drill,Cleaning Of Holes With Air Blowout & Wire-Brush And Making Good Any Damage Done To The Structure Etc. All Complete For All Heights, Depths And Locations As Manufacturers Specification And Directed By Engineer-In-Charge.
