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Tender For Construction Of Watch Tower As A Part Of Pet Coke Siding Activities In Manali Refinery Of Cpcl, chennai-Tamil Nadu

Boards / Undertakings / PSU has published Tender For Construction Of Watch Tower As A Part Of Pet Coke Siding Activities In Manali Refinery Of Cpcl. Submission Date for this Tender is 01-05-2023. Earth Moving Machinery Tenders in chennai Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

37375646
Tender For Construction Of Watch Tower As A Part Of Pet Coke Siding Activities In Manali Refinery Of Cpcl
Limitted
Indian
Tamil Nadu
Chennai
01-05-2023

Tender Details

Construction Of Watch Tower As A Part Of Pet Coke Siding Activities In Manali Refinery Of Cpcl , 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: 10 Above, But For Depth Beyond 1.5M And Upto 3.0M. , 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. , 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 With A Minimum Cement Content Of 400Kg / Cu.M.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 With A Minimum Cement Content Of 400Kg / Cu.M. 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 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 Applyingpremium Acrylic Emulsion Exterior 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 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. , 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 And Fixing In Position Two Track Two Panel Sliding Upvc Windows ( With Clear 5Mm Thick Glass ) , White In Colour Including All Fixtures, Fastenings, Sliding System, Sliding Handle With Flush Lock, Epdm Gaskets, Wool Pile Etc., Making Recesses In Brick / Concrete Surfaces And Making Good The Same After Fixing All Complete As Per Directions Of 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 80 Mm Dia. Nominal Bore Galvanized Iron ( Gi ) Medium Duty Pipes Ofapproved Make Complete With Gi Fittings ( Reducers, Unionsetc. ) And Clamps Including Making Good The Walls Etc., Concealed Pipe Including Cutting Chases And Makinggood The Wall Complete As Per Directions Of 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. , 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. , Cutting The Heads Of Rcc Piles Of500mm Dia And A Length Of Upto 2000Mm Including Exposing / Cleaning, Bending Of The Reinforcements Making Site Clean For Casting Of Pile Cap, Removal And Disposal Of Debris At Designated Place Outside The Refinery Premises Up To A Lead Of 7Km ( Vaikkadu Village ) All Complete As Per The Specifications And Directions Of Engineer-In-Charge. => Limited

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