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Tender For Building Maintenance , 50.6.2.2 Solid Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level With Thickness 15Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand) Etc Complete , 50.6.2.1 Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 30X20x15 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Foundation And Plinth With Thickness 15Cm In: Cm 1:6 ( 1 Cement :6 Coarse Sand) Etc Complete , 2.1.1 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5M In Width As Well As 10 Sqm On Plan Including Disposal Of Excavated Earth Up To 50 M And Lift Up To 1.5 M, Disposed Soil To Be Levelled And Neatly Dressed:All Kinds Of Soil , 5.22.6 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More , 5.3 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 Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , 5.9.5 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers , 5.9.3 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform , 4.1.3 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 (Cement : 2 Coarse Sand (Zone-Iii)Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 4.3.1 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Foundations, Footings, Bases For Columns , 13.1.1 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand) , 13.16.1 6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand) , 11.41.2 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 20 Mm 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 600 X 600 Mm. , 11.39 Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is: 15622, Of Approved Make In Colours White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. , 8.31 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. , 13.43.1 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer , 13.46.1 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 @ 2.20 Kg/10 Sqm) , 10.6.1 Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Is: 4454 - Part 1 And M.S. Top Cover Of Required Thickness For Rolling Shutters.80X1.25 Mm M.S. Laths With 1.25 Mm Thick Top Cover , 10.7 Providing And Fixing Ball Bearing For Rolling Shutters. , 21.17 Providing And Fixing Anodised Aluminium Grill ( Anodised Transparent Or Dyed To Required Shade According To Is : 1868 With Minimum Anodic Coating Of Grade Ac 15) Of Approved Design/Pattern, With Approved Standard Section And Fixed To The Existing Window Frame With C.P Brass/Stainless Steel Screws @ 200 Mm Centre To Centre, Including Cutting The Grill To Proper Opening Size For Fixing And Operation Of Handles And Fixing Approved Anodised Aluminium Standard Section Around The Opening, All Complete As Per Requirement And Direction Of Engineer-In-Charge.(Only Weight Of Grill To Be Measured For Payment ). , 13.61.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work , 2.8.1 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, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil , 10.25.2 Item Shifted To Sub Head 14 As Item 14.73 Item Shifted To Head 14 As Item 14.74 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 , Od62362/2024-2025 Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.35Mm (+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 Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling/Self Tapping Screws Of Size (5.5X55mm) 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. , 50.9.1.1 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately), Using Good Quality Anjili Wood /Jack Wood , 50.9.3.1 Providing And Fixing Paneled Or Paneled And Glazed Shutters For Doors, Windows And Clerestory Windows, 30 Mm Thick Shutters Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws, Excluding Paneling Which Will Be Paid For Separately, All Complete As Per Direction 0F Engineer In- Charge. Using Anjili/ Jack Wood , 50.9.4.1 Providing And Fixing Paneling Or Paneling And Glazing In Paneled Or Paneled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured) Paneling For Paneled Or Paneled And Glazed Shutters 25 Mm To 40 Mm Thick Using Good Quality Anjili/ Jack Wood , 18.48 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank :Isi 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. , 50.18.7.2.2 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer -In-Charge 20 Mm Dia 10 Kgf/Cm2- Internal Work - Exposed On Wall , 50.18.7.3.2 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 25 Mm Dia 10Kgf/ Cm2- Internal Work- Exposed On Wall , 50.18.7.6.1 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 50 Mm Dia 10 Kfg/Cm - Internal Work- Exposed On Wall , 50.18.9.7.1 Providing And Fixing Pvc Pipes Includings Of Pipes With One Step Pvc Solvent Cement, Trenching Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 63 Mm Dia 6Kgf/Cm2 , 17.7.1 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:White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps , 9.117.2 Providing And Fixing Factory Made Upvc Door Frame Made Of Upvc Extruded Sections Having An Overall Dimension As Below (Tolerance ±1 Mm), With Wall Thickness 2.0Mm (±0.2 Mm), Corners Of The Door Frame To Be Jointed With Galvanized Brackets And Stainless Steel Screws, Joints Mitred And Plastic Welded. The Hinge Side Vertical Of The Frames Reinforced By Galvanized M.S. Tube Of Size 19 X 19 Mm And 1 Mm (± 0.1 Mm) Wall Thickness And 3 Nos. Stainless Steel Hinges Fixed To The Frame Complete As Per Manufacturers Specification And Direction Of Engineer-In-Chargeextruded Section Profile Size 42X50 Mm , 9.118.1 Providing And Fixing To Existing Door Frames24 Mm Thick Factory Made Pvc Door Shutters Made Of Styles And Rails Of A Upvc Hollow Section Of Size 59X24 Mm And Wall Thickness 2 Mm (± 0.2 Mm) With Inbuilt Edging On Both Sides. The Styles And Rails Mitred And Joint At The Corners By Means Of M.S. Galvanised/Plastic Brackets Of Size 75X220 Mm Having Wall Thickness 1.0 Mm And Stainless Steel Screws. The Styles Of The Shutter Reinforced By Inserting Galvanised M.S. Tube Of Size 20X20 Mm And 1 Mm (± 0.1 Mm) Wall Thickness. The Lock Rail Made Up Of H Section, A Upvc Hollow Section Of Size 100X24 Mm And 2 Mm (± 0.2 Mm) Wall Thickness,Fixed To The Shutter Styles By Means Of Plastic/Galvanised M.S. U Cleats. The Shutter Frame Filled With A Upvc Multi-Chambered Single Panel Of Size Not Less Than 620 Mm, Having Over All Thickness Of 20 Mm And 1 Mm (± 0.1 Mm) Wall Thickness. The Panels Filled Vertically And Tie Bar At Two Places By Inserting Horizontally 6 Mm Galvanised M.S. Rod And Fastened With Nuts And Washers, Complete As Per Manufacturers Specification And Direction Of Engineer-In-Charge( For W.C. And Bathroom Door Shutter). , Road Development , 8.3.2.A Earthwork In Hill Road (Ii) Excavation In Hilly Areas In Soil By Mechanical Means A) Excavation In Soil In Hilly Area By Mechanical Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto 1.5 M And A Lead Upto 20 M As Per Technical Specification Clause 1603.1 , 8.3.4 Earthwork In Hill Road (Iv) Excavation In Hilly Areas In Ordinary Rock By Mechanical Means Not Requiring Blasting Excavation In Hilly Area In Ordinary Rock Not Requiring Blasting By Mechanical Means Including Cutting And Trimming Of Slopes And Disposal Of Cut Material With A Lift Upto 1.5 M And Lead Upto 20 M As Per Clause 1603.2. , 8.3.5.A Earthwork In Hill Road (V) Excavation In Hilly Areas In Hard Rock Requiring Blasting A) Excavation In Hilly Areas In Hard Rock Requiring Blasting, By Mechanical Means, Lift Upto 1.5 M And Disposal Of Excavated Rock Upto A Lead Of 20 M As Per Clause 1603.2. , Od56198/2024-2025 Dowel Bars - Supplying And Providing Ms Dowel Bars Of Size 16 Mm Dia Of 2M Long (1M In Rock And 1M In Concrete ) Including Drilling Holes Of 20Mm Dia To A Depth Of 1M In Rock And Filling The Gap With Cement Grout( 0.10Kg/Each) Etc Complete. , Od56200/2024-2025 Filling With Quarry Muck Filling Up Low Lying And Water Logged Areas With Local Material/Quarry Muck Spreading In Layers, Leveling The Top At Site And Consolidation By Ramming Etc. Complete For Improving The Cbr Value Of Subgradeachieve The Desired Density, Complete As Per Technical Specification Clause 401. (Ii) For Grading Ii Material , 11.4.3.2 Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Iii. Plain Cement Concrete Grade M 20 (Ii) Nominal Mix 1:2:4 (Hand Mixed) , 11.8 Supplying, Fitting And Placingtmt Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , 12.5.2.1 Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 For Height Upto 5 M Ii. Plain Cement Concrete Grade M 20 (I) Nominal Mix (1:2:4) , 12.5.3 Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 For Height Upto 5 M Iii. Reinforced Cement Concrete Grade M 20 , 13.1.1.1 Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 I. Reinforced Cement Concrete Grade M 20 (I) For Nominal Mix 1:2:4 , 75.8.1 Providing Plain Cement Concrete For Road Work Cement Concrete 1:2:4 (1 Cement: 2 Fine Aggregate: 4Course Aggregate) Laid To Required Slope And Camber In Panels (@ 3 M C/C) As Requiredincluding Compaction, Finishing And Tamping Etc .Complete. Max. Size Of Courseaggregate Not Exceeding 25Mm , Mixed In Concrete Mixer Etc Complete As Perspecification (I) Nominal Mix (1:2:4)
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