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Tender For Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. , Dismantling Stone Slab, Cc/Rcc Slab/Dq Stone Flooring Laid In Cement Mortar Including Removal Of Mortar, Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. , Taking Out Existing Cement Concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Cement Mortar. , Taking Out Existing Kerb Stones Of All Types From Footpath/ Central Verge, Including Removal Of Mortar Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , 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 (I/C Equivalent Design Mix). , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering. All Work Upto Plinth Level: 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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) , 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Coarse Sand) , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), 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. , 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 Hard Drawn Steel Wire Fabric 75X25 Mm Mesh Of Weight Not Less Than 7.75 Kg Per Sqm To Mild Steel Section Frames Etc. At Height Upto Floor-V Level Including Cost Of Materials, Labour, Tool & Plants, Welding Etc. And Priming Coat With Approved Steel Primer All Complete As Per Direction Of Engineer In Charge. , Providing Sand Stone Slab For Roofing And Laying Them In Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Over Wooden Karries Or Reinforced Cement Concrete Battens Or Structural Steel Sections (Karries Or Battens Or Structural Steel Sections To Be Paid Separately), Including Pointing The Ceiling Joints With Cement Mortar 1:3 (1 Cement : 3 Fine Sand ) Complete : Red Sand Stone Slab. 40 To 50 Mm Thick. , Providing And Fixing 100 Mm Diameter And 60 Cm Long Rain Water Spout In Cement Mortar 1:4 (1 Cement : 4 Fine Sand). Stone Ware Spout , Grading Roof For Water Proofing Treatment With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) , Providing And Applying Fibre Reinforced Elastomeric Liquid Water Proofing Membrane With Resilient Acrylic Polymers Having Sun Reflectivity Index (Sri) Of 105 On Top Of Concrete Roof In Three Coats @10.76 Litre/ 10 Sqm. One Coat Of Self-Priming Of Elastomeric Waterproofing Liquid (Dilution With Water In The Ratio Of 3:1) And Two Coats Of Undiluted Elastomeric Waterproofing Liquid (Dry Film Thickness Of Complete Application/System Not Less Than 500 Microns). The Operation Shall Be Carried Out After Scrapping And Properly Cleaning The Surface To Remove Loose Particles With Wire Brushes, Complete In All Respect As Per The Direction Of Engineer-In-Charge. , Providing And Fixing Heat Resistant Terrace Tiles (300 Mm X 300 Mm X 20 Mm) With Sri (Solar Refractive Index) 78, Solar Reflection 0.70 And Initial Emittance 0.75 On Waterproof And Sloped Surface Of Terrace, Laid On 20 Mm Thick Cement Sand Mortar In The Ratio Of 1:4 (1 Cement : 4 Coarse Sand) And Grouting The Joints With Mix Of White Cement & Marble Powder In Ratio Of 1:1, Including Rubbing And Polishing Of The Surface Upto 3 Cuts Complete, Including Providing Skirting Upto 150 Mm Height Along The Parapet Walls In The Same Manner. , Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge), Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : In 75X75 Mm Deep Chase , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing:1:1½:3 (1 Cement : 1½ Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , Laying Old Cement Cocrete Interlocking Paver Blocks Of Any Design/ Shape Laid In Required Line, Level, Curvature, Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. (Old Cement Concrete Paver Blocks Shall Be Supplied By The Department Free Of Cost). , Kota Stone Slab 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 Mm Thick , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : One Or More Coats On Old Work , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than 50 Gram/Litre , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm) , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: In Case The Cement Content In Design Mix Is More Than 100% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Upto Plinth Level : Concrete Of M25 Grade With Minimum Cement Content Of 300 Kg /Cum , Disposal Of Building Rubbish/Malba/Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting And Unloading The Same At Any C&D Waste Management Site Within 25 Km Lead I.E. Shastri Park/Burari/Mundka Including Weighing At Plant Etc, Complete As Per Direction Of Engineer-In-Charge. Weighing And Unloading At The C&D Plant Shall Be As Per Procedure/Rules Of The Plant Management. The Rates Are Inclusive Of All Operations, Labours, Leads And Lifts From Site Of Work To The C&D Waste Plant. The Processing Fee Of C&D Management At Prescribed Rates Will Be Deposited By The Agency And The Same Shall Be Reimbursed By The Department On Production Of Only Original Cash Receipts. , Purchase And Taken Away From Site Dismantled M.S. Scrap
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