Tender For Puzhakkattiri Chc Repair Work - 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, Aluminnium Snap Beading For Glazing / Paneling, 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 Portionanodised Aluminium ( Anodised Transparent Or Dyed To Required Shade According To Is : 1868, Minimum Anodic Coating Of Grade Ac 15 ) 3 21.2.1:Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Is : 12823 Grade I Type Ii, In Panelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer - In- Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side 4 21.3.1: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 4.0 Mm Thickness 5 17.7.2: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 630 X 450 Mm With A Single 15 Mm C.P. Brass Pillar Tap 6 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 7 50.18.9.16.2: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 50 Mm Dia 6Kgf / Cm2 - External Work - Exposed On Wall 8 50.10.2:Steel Work For Purlin / Single Section With G I Pipes Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete 9 10.25.2:Item Shifted To Sub Head 14 As Item 14.73Item Shifted To Head 14 As Item 14.74Steel 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 10 Od335260 / 2022-2023:Providing And Fixing Percoated Galvanised Iron Profile Sheets ( Size , Shapeand Pitch Of Corrugation As Approved By Engineer In Charge ) 0.35 Mm9+0.05% ) , Total Coated Thickness Withzinc Coating 120 Gram Per Sq Mas Per Is 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of 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 Lengthup To 12 Meter Or As Desired By Engineer In Charge . The Shet Should Be Fixed Using Self Drilling / Self Trapping Screwsof Size ( 5.5*55Mm ) With Edpm Seal, Complete Up To Any Pitch In Horizontal / Verticalor Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. Details Of Cost For 216.14 Sq M ( External Dimensions Of Plinth ) Area Of Roof 20.2*10.7 M=216.14 Sq M Sheets Used+ 20 Nos*10.7 M*1.06 M=226.84 Sq M Add 3% Wastage=6.81Toatal+233.65 Sq M 11 Od370002 / 2022-2023:Supplying And Fixing 150 Mm Pvc Split Pipe For Rain Water Gutter With Iron Clamps At 2 M Spacing Including Cost And Conveyance Of All Materials Labour Charges Complete 12 Od335283 / 2022-2023: ( Od From Dar 10.5.1 ) -Steel Work Foe Doors And Windows , Using Ms Angles Flats, Sheets Etc Including All Material , Labour Charges, Necessary Fittings Etc Complete, Including Appying A Priming Coat Of Approved Steel Primer 13 15.9.1:Demolishing Stone Rubble Masonry Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer -In- Charges:In Lime Mortar 14 15.10.1:Dismantling Dressed Stone Work Ashlar Face Stone Work, Marble Work Or Precast Concrete Work Manually / By Mechanical Means Including Stacking Of Serviceable And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge:In Lime Mortar 15 15.7.3: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 Lime Mortar 16 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 17 60.7.8:Dr With Departmental. Stone - Dry Rubble Masonry _ Dry Rubble Without Concrete Levelling Course Using Departmental Rubble Including Packing To Compactness To Lines And Levels, Labour Charges Etc. Complete As Per Direction Of Departmental Officers At Site 18 60.7.1:Dry Rubble Masonry _ Dry Rubble Without Concrete Levelling Course Masonry With Good Quality Blasted Rubble Including Packing To Compactness To Lines And Levels Cost And Conveyance Of All Materials Labour Charges Etc. Complete As Per Direction Of Departmental Officers At Site 19 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 ) : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 20 50.2.25.1:Filling With ContractorS Own Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M As Per Direction Of Site Engineer-In-Charge 21 4.3.1:Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Foundations, Footings, Bases For Columns 22 11.3.1:Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 23 50.6.7.2:Laterate Masonry With Neatly Dressed Laterate Stone Of Size 40X20x15cm Or Nearest Size In Cement Mortar 1:6 For Super Structure Above Plinth Level Up To Floor Two Level Including All Cost Of Materials, Labour Charges Etc. 24 13.1.1:12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand ) 25 13.37.1:White Washing With Lime To Give An Even Shade:New Work ( Three Or More Coats )
