Tender For Earth Work In Excavation By Mechanical Means (Hydraulic Excavat In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 1 Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Direction Of Engineer In Charge Upto 50 M Distance.(All Kinds Of Soil.) , 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. , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , Providing And Laying In Position Cement Concrete Of Specified Grade 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size).All Work Upto Plinth Level , 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) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Work Upto Plinth Level 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 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) : 3 Graded Stone Aggregate 20 Mm Nominal Size). , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto 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) , Half Brick Masonry 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.Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , 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 :1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size). , Centring And Shuttering For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centring And Shuttering For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Centring And Shuttering For Columns, Pillars, Piers, Abutments, Posts And Struts. , Centring And Shuttering For Suspended Floors, Roofs, Landings, Balconies And Access Platform. , Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular/ L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With Carbon Steel Galvanised Dash Fastener Of Required Dia And Size (To Be Paid For Separately) , 12.5 Mm Thick Fully Perforated Gypsum Board Tile Made From Plasterboard Having Glass Fibre Conforming To Is: 2095 Part I, Of Size 595X595 Mm, Having Perforation Of 9.7X9.7 Mm At 19.4 Mm C/C With Center Borders Of 48 Mm And The Side Borders Of 30 Mm, Backed With Non Woven Tissue On The Back Side, Having An Nrc (Noise Reduction Coefficient) Of 0.79, With 50 Mm Resin Bonded Glass Wool Backing. , Providing And Fixing Roofing Consist Of 0.8 Mm Thick Galvanized Steel Deck Sheet Confirming To Is 277:1992 Used As Permanent Shuttering Over Which Ms Wire Mesh 3Mm Laid At 100X100 Mm Grid Including Edge Trim Covered With Concrete. This Metal Deck Will Be Supported On Structural Steel Beam With Shear Studs. (Structural Steel Like Beam, Column, Joists Etc. & Concrete Of Different Grade As Per Design Will Be Paid Separately). , Designing, Providing, Installing And Fixing Factory Finished Custom Designed Cold Form Light Gauge Steel Framed Super Structure Comprising Of Steel Wall Panel, Trusses, Purlins Etc Manufactured Out Of Minimum 0.75 Mm Thick Steel Sheet As Per Design Requirements. The Steel Sheet Shall Be Galvanized (Az-150Gms Aluminium Zinc Alloy Coated Steel Having Minimum Yield Strength 300-550 Mpa) Conforming To Aisi Specifications And Ibc 2009 For Cold Formed Steel Framing And Construction And Also As Per Is: 875-1987, Iso 800- 1984 And Is:801- 1975. The Wind Load Shall Be As Per Provisions Of Is 875 (Part -Iii). Lgsfs Frame Shall Be Designed As Per Is: 801 Using Commercially Available Software Such As Frame Cad Pro-11.7/ Staad Pro-V8i/Architekv2.5.16/ Revit Architecture-2011 Or Equivalent. Proper Usage Of Connection Accessories Like Heavy Duty Tension Ties, Light Duty Hold-Ons, Twist Straps (To Connect Truss With Wall Frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles For Better Structural Stability. The Framing Section Shall Be Cold Form C-Type Having Minimum Web Depth 89 Mm X 39Mm Flange X 11Mm Lip In Required Length As Per Structural Design Requirement Duly Punched With Dimple/Slot At Required Locations As Per Approved Drawings. The Slots Will Be Along Centre Line Of Webs And Shall Be Spaced Minimum 250Mm Away From Both Ends Of The Member. The Frame Can Be Supplied In Panelized Or Knock Down Condition In Specific Dimensions And Fastened With Screws Extending Through The Steel Beyond By Minimum Of Three Exposed Threads. All Self Drilling Tapping Screws For Joining The Members Shall Have A Type Ii Coating In Accordance With Astm B633(13) Or Equivalent Corrosion Protection Of Gauge 10 & 12, Tpi 16 & 8 Of Length 20Mm. The Frames Shall Be Fixed To Reinforced Cement Concrete Slab Or Tie Beam Over Neoprene Rubber Using Self Expanding Carbon Steel Anchor Bolt Of Dia As Per Approved Drawings. Design Subject To Minimum 12Mm Diameter And 121Mm Length Conforming To Aisi 304 And 316 At 500Mm C/C With Minimum Embedment Of 100Mm In Reinforced Cement Concrete (Rcc To Be Paid Separately) And Located Not More Than 300Mm From Corners Or Termination Of Bottom Tracks Complete In All Respects. The Item Also Includes The Submission Of Stability Reports Duly Examined And Issued By Any Nit/Iit. The Rate Includes The Concept Design, Detailed Design, Fabrication Of Sections, Transportation, Installation And All Required Fixing Arrangement At Site As Described Above. , Providing And Fixing Of External Wall System On Light Gauge Steel Frame Work With Outer Face Cement Boards As Per Standard Sizes Fixed With Self- Drilling / Taping Screws / Fasteners @ 60 Cm C/C Of Approved Make. A Groove Of 2 Mm To 3 Mm Shall Be Maintained And Grooves Shall Be Sealed With Silicon Based Sealant. The Board Shall Be Fixed In A Staggered Pattern. Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm And. Internal Face 12.5 Mm Thick Gypsum Plaster Board Fixed On Cement Board As Per Standard Sizes Fixed With Self- Drilling / Taping Screws / Fasteners @ 60Cm C/C Of Approved Make, Proper Taping And Jointing To Be Done Using Fiber Mesh Tape And Epoxy And Acrylic Based Jointing Compound For Seamless Finish.(Cost Of Frame Work To Be Paid For Separately) Outer Face- Outer Face Having 6 Mm Thick Fiber Cement Board Type A, Category-Iv As Per Is:14862:2000 Fixed On 9 Mm Thick Fiber Cement Board, Type A, Category-Iv As Per Is:14862:2000 (High Pressure Steam Cured) Inner Face- 12.5 Mm Thick Gypsum Plaster Board Conforming To Is 2095:2011 Fixed On 8 Mm Thick Fibre Cement Board Of Type B, Category-Iii As Per Is:14862:2000 (High Pressure Steam Cured) , Providing And Fixing Internal Wall Panels On Light Gauge Steel Frame Work With 12.5 Mm Thick Gypsum Plaster Board Conforming Is 2095:2011 Fixed On Cement Board As Per Standard Sizes Fixed With Self-Drilling / Taping Screws / Fasteners @ 60 Cm C/C Of Approved Make, Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm. Proper Taping And Jointing To Be Done Using Fiber Mesh Tape And Epoxy And Acrylic Based Jointing Compound For Seamless Finish.(Cost Of Frame Work To Be Paid For Separately Cement Fiber Board 8 Mm Thick Of Type B, Category Iii As Per Is 14862:2000 (High Pressure Steam Cured) , Providing And Fixing In All Exterior Face Panels Breathable Vapour Barrier Underneath The Cement Fiber Board As Per National Building Code 2009 Complete As Per Direction Of Engineer-In-Charge. , Supplying And Installation Of Moisture Resistant/Fire Resistant Cement Board As Per Standard Sizes Fixed With Self-Drilling / Taping Screws. Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm. Cement Fiber Board 6 Mm Thick As Per Is 14862:2000 Of Type B (High Pressure Steam Cured) Sqm 1430.15 , Supplying And Installation Of Moisture Resistant/Fire Resistant Cement Board As Per Standard Sizes Fixed With Self-Drilling / Taping Screws. Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm.Cement Bonded Particle Board 8 Mm Thick (Termite, Fire & Moisture Resistance), As Per Is:14276 : 1995 , Providing And Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Rockwool Conforming To Is: 8183,Density 48 Kg/ M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Isi Marked 35 Mm Thick Flush Door Shutters Conforming To I Non-Decorative Type, Core Of Block Board Construction With Frame Of Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Bands And Face Veneers On Both Faces Of Shutters Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws. , Providing And Fxing Factory Made Upvc Glazed/Wire Mesh Windows/Doors Comprising Of Lead Free Upvc Mult-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profles And 2.10 Mm For Series R3 And R4 Profles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steelsecton Made Of Required Shape & Size As Per Cpwd Specifcaton, Upvc Extruded Glazing Beads, Interlocksand Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Counter Sunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fxing Frame To Fnished Wall As Peris 1367 : Part 1 To 14, Plastc Packers, Plastc Caps And Necessary Stainless Steel Screws Etc. Profle Of Frame,Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At Allcorners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc After Fxing Frame The Gap Between Frame And Adjacent Fnished Wall Shall Be Flled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specifcaton & Directon Of Engineer-In-Charge. Wire Mesh/ Glaizing Of Plain/ Toughened/ Double Glass Unit With / Withoutt Highperformance Coatngs As Per Design Requirements And Conforming To Is: 3548 & Is:16231 Shall Be Paid Separately Structural Design Proof Checked From A Government Engineering Instiute, To Be Provided By The Manufacture For:(I) Sites With Basic Wind Speed 45 M/Sec As Per Is 875 -Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speeds. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body Using R2 Series With Frame (70Mm & Above) X (40Mm &Above) & Both Glazed And Fly Screen Sash (25Mm &Above) X (50Mm & Above) With Zinc Alloy (Zamak)Powder Coated Touch Locks With Hook. (Height Up To 1.2 Meter) , Providing And Fxing Factory Made Upvc Glazed/Wire Mesh Windows/Doors Comprising Of Lead Free Upvc Mult-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profles And 2.10 Mm For Series R3 And R4 Profles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steelsecton Made Of Required Shape & Size As Per Cpwd Specifcaton, Upvc Extruded Glazing Beads, Interlocksand Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Counter Sunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fxing Frame To Fnished Wall As Peris 1367 : Part 1 To 14, Plastc Packers, Plastc Caps And Necessary Stainless Steel Screws Etc. Profle Of Frame,Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At Allcorners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc After Fxing Frame The Gap Between Frame And Adjacent Fnished Wall Shall Be Flled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specifcaton & Directon Of Engineer-In-Charge. Wire Mesh/ Glaizing Of Plain/ Toughened/ Double Glass Unit With / Withoutt Highperformance Coatngs As Per Design Requirements And Conforming To Is: 3548 & Is:16231 Shall Be Paid Separately Structural Design Proof Checked From A Government Engineering Instiute, To Be Provided By The Manufacture For:(I) Sites With Basic Wind Speed 45 M/Sec As Per Is 875 -Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speeds Fixed Window / Ventlator With Mullion / Transom Using R1 Series With Frame (33Mm & Above ) X (35Mm & Above) & Mullion (33Mm & Above) X (50Mm & Above).(Height Upt O 0.90 Meter) , 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 Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness 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 Engineerin- 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. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+ 0.05 %) Total Coated Thickness, 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 Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+ 0.05 %) Total Coated Thickness, 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 Using Self Drilling/ Self Tapping Screws Completeflashings/ Aprons.( Upto 600 Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+ 0.05 %) Total Coated Thickness, 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 Using Self Drilling/ Self Tapping Screws Complete Gutter .(600 Mm Over All Girth) , Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-Incharge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , 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) : , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. , Marble Stone Flooring With 18 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Grey Cement Slurry, Including Rubbing And Polishing Complete With :Udaipur Green Marble , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, In Skirting, Riser Of Steps, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is: 15477, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately).Size Of Tile 600X600 Mm , 12 Mm Cement Plaster Of Mix 1:6 (1 Cement : 6 Fine Sand) , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix :1:3 (1 Cement: 3 Fine Sand) , 40 Mm Thick Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded 20 Mm Nominal Size Stone Aggregate) Flooring Finished With A Floating Coat Of Neat Cement Including Cement Slurry And The Cost Of Nosing Of Steps Etc. Complete. , Providing And Fixing Glass Strips In Joints Of Terrazo/ Cement Floors. 40 Mm Wide And 4 Mm Thick. , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40 Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles,Including Applying A Priming Coat Of Approved Steel Primer. , Float Glass Panes 5.0 Mm Thick Glass Panes (Weight Not Less Than 12.5 Kg Per Sqm) , Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :125 Mm , Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete.Twin Rubber Stopper , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes (75 Mm Diameter) , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes (110 Mm Diameter) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade New Work (Two Or More Coats) Over And Including Priming Coat With Cement Primer. , Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade :New Work (Two Or More Coats Applied @ 1.43 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm) , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete.With 12 Mm Mild Steel U Beading , 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. , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete.Fixed To Steel Windows By Welding
