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Bids Are invited for Facility Management Services - Lumpsum Based - Industrial; As Per Scope Of Work; Consumables To Be Provided By Service Provider (Inclusive In Contract Cost) - Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer Or Not Below 10 Mm), Of Approved Make, In All Colours,Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer Or Not Below 10 Mm), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades As Approved By E-I-C Laid On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sq.M Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. , Dismantling The Work In Floor / Dado / Skiting Of Tile Work / Marble Chips / Kota Stone / Cement Concrete / Marble Stone / Granite Including Dismantling Of Cement Mortar / Cement Concrete Below The Flooring / Dado Works As Per Site Requirement And Disposal Of Rubbish Material To Dumping Yard Within Township / Plant Area Complete As Per Directions Od Engineer-In-Charge : For Thickness Of Tiles Above 25 Mm And Up To 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge.: Nominal Concrete 1:4:8 Or Leaner Mix (Including Equivalent Design Mix) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Cement Plaster (In Fine Sand) 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : W.C. Pan With Isi Marked White Solid Plastic Seat And Lid , Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: A) White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tape , Providing And Fixing P.V.C. Low Level Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete. 10 Litre Capacity - White , Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260x350 Mm Or 340X410x265 Mm Sizes Respectively. , Providing And Fixing Pvc Waste Pipe For Sink Or Wash Basin Including Pvc Waste Fitting Complet Semi Rigid Pipe 32 Mm Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Cl S, Including Making Good The Walls Etc. Concealed Pipe, Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall : 20 Mm Dia Nominal Bore , Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 45 Cm Length 15 Mm Nominal Bore , Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 15 Mm Nominal Bore , Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 15 Mm Nominal Bore , Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 150 Mm Diameter , Providing And Fixing 100 Mm Sand Cp/Ci Grating For Gully Trap , Providing And Fixing Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Door/Window/Ceosetory Windows Other Frames/Chowkhat Comprising Of Virgin Pvc Polymer Of K Value 58-60 (Suspension Grade), Calcium Carbonate And Natural Fibers (Woodpowder/ Rice Husk/Wheat Husk) And Non Toxic Additives (Maximum Toxicity Index Of 12 For 100 Gms) Fabricated With Miter Joints After Applying Pvc Solvent Cement And Screwed With Full Body Threaded Star Headed Ss Screws Having Minimum Frame Density Of 750 Kg/ Cum, Screw Withdrawal Strength Of 2200 N (Face) & 1100 N (Edge), Minimum Compressive Strength Of 58 N/Mm2, Modulus Of Elasticity 900 N/Mm2 And Resistance To Spread Of Flame Of Class A Category With Property Of Being Termite/Borer Proof, Water/Moisture Proof And Fire Retardant And Fixed In Position With M.S Hold Fast/Lugs/Ss Dash Fasteners Of Required Dia And Length Complete As Per Direction Of Engineer-In- Charge. (M.S Hold Fast/Lugs Or Ss Dash Fasteners Shall Be Paid For Separately).Note: For Wpc Solid Door/Window Frames, Minus 5Mm Tolerance In Dimensions I.E Depth And Width Of Profile Shall Be Acceptable. Variation In Profile Dimensions On Plus Side Shall Be Acceptable But No Extra Payment On This Account Shall Be Made. Frame Size 45 X 85 Mm , Providing And Fixing Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Plain Flush Door Shutter Of Required Size Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade), Calcium Carbonate And Natural Fibers (Wood Powder/ Rice Husk/Wheat Husk) And Non Toxic Additives (Maximum Toxicity Index Of 12 For 100 Gms) Having Minimum Density Of 650 Kg/Cum And Screw Withdrawal Strength Of 1800 N (Face) & 900 N (Edge), Minimum Compressive Strength 50 N/Mm2, Modulus Of Elasticity 850 N/Mm2 And Resistance To Spread Of Flame Of Class A Category With Property Of Being Termite/Borer Proof, Water/Moisture Proof And Fire Retardant And Fixing With Stainless Steel Butt Hinges Of Required Size With Necessary Full Body Threaded Star Headed Counter Sunk S.S Screws, All As Per Direction Of Engineer-In- Charge. (Note: Stainless Steel Butt Hinges And Necessary S.S Screws Shall Be Paid Separately) 30 Mm Thick , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement: 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At The All Levels : Raj Nagae Plain White Marble/Udaipur Green Marble/ Zebra Black Marble Area Of Slab Over 0.50 Sqm , Part-B Construction Of Electrical Room Near Silo Pmcc, Bagging Plant , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width Aswell As 10 Sqm On Plan) Including Disposal Of Excavated Earth, Lead Upto 50 M And Lift Upto 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed. Soft Soil , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width Aswell As 10 Sqm On Plan) Including Disposal Of Excavated Earth, Lead Upto 50 M And Lift Upto 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed B) Hard Rock , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:4:8 Or Leaner Mix (Including Equivalent Design Mix) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level :1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natu_X0002_Ral Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Columns, Pillars, Piers, Abutments, Posts And Struts , Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Cement Plaster (In Fine Sand) 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix 1:6 (1 Cement: 6 Fine Sand) , 6 Mm Cement Plaster Of Mix : 1:3 (1 Cement : 3 Fine Sand) , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : 13.46.1 New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Panelling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion ; Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Panelling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Ofepdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately ): Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315, Having Brand Logo Embossed On The Body / Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors, Including Cost Of Cutting Floors, Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Engineerin- Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness , Kota Stone Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab , Including Rubbing And Polishing Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) :25 M Thick .
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