Tender For Civil Work - Recreation Hall-Construction Of Recreation Hall In Lotus Apartment Pocket H-18, Sec- 7 And Amba Apartment Sec-9Rohini In Ward No 52 / M-Irz , Dsr 2018 And Approved Items; 2 15.3:Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 3 15.7.4: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 4 15.2.1: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 ) 5 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 6 4.1.10:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 7 5.9.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 8 5.1.2: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 Derived From Natural Sources ) 9 6.1.2: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 ) 10 5.9.5:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 11 5.9.6:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 12 5.2.2: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 Upto 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 Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 13 2.25:Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation 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. 14 6.4.2: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 ) 15 5.13:Providing, Hoisting And Fixing Up To Floor Five Level Precast Reinforced Cement Concrete In Small Lintels Not Exceeding 1.5M Clear Span Up To Floor Five Level, Including The Cost Of Required Centering, Shuttering But , Excluding The Cost Of Reinforcement With 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) . 16 4.1.8: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 ) 17 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 18 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 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 ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) . 19 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 20 22.7.1:Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc. Consisting Of Following Operations: A ) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. B ) Laying Brick Bats With Mortar Using Broken Bricks / Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer - In- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs C ) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge.D ) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 ( 1 Cement : 4 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is: 2645 And Approved By Engineer - In- Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep.E ) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By Engineer In Charge:With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm 21 13.16.1:6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 22 12.21.1: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 23 12.22:Making Khurras 45X45 With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 Mx1 Mx400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Near Cement, Rounding The Edges, Making And Finishing The Outlet Complete. 24 16.64:Providing And Laying 75 Mm Thick Compacted Bed Of Dry Brick Aggregate Of 40 Mm Thick Nominal Size Including Spreading, Well Ramming, Consolidating And Grouting With Jamuna Sand, Including Finishing Smooth Etc.Complete As Per Direction Of Engineer-In- Charge. 25 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 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 26 13.4.2:12 Mm Cement Plaster Of Mix:1:6 ( 1 Cement : 6 Coarse Sand ) 27 18.8.1:Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings I / C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes& Fittings, With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer-In-Charge.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15 Mm Nominal Dia Pipes 28 18.8.2:Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings I / C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes& Fittings, With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer-In-Charge.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20 Mm Nominal Dia Pipes 29 18.16.1:Providing And Fixing Brass Stop Cock Of Approved Quality :15 Mm Nominal Bore 30 18.56.1:Providing And Fixing Ptmt Pillar Cock Of Approved Quality And Colour.15 Mm Nominal Bore, 107 Mm Long, Weighing Not Less Than 110 Gms 31 18.21.1.1:Providing And Fixing Uplasticised Pvc Connectionpipe With Brass Unions:30 Cm Length15 Mm Nominal Bore 32 18.49.1:Providing And Fixing C.P Brass Bib Cock Of Approved Quality Conforming To Is: 8931.15 Mm Nominal Bore 33 18.18.1:Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete:15 Mm Nominal Bore 34 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 35 17.28.1.1:Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete.Semi Rigid Pipe32 Mm Dia 36 18.53.1:Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is: 893115 Mm Nominal Bore 37 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. 38 19.9.1.1:Constructing Brick Masonry Circulartype Manhole 0.91 M Internal Dia At Bottam And 0.56M Dia At To [ In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , In Side Cement Plaster 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Concrete 1:3:6 Mix ( 1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 40 Mm Nominal Size ) , And Making Necessarychannel In Cement Concrete 1:2:4 ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement, All Complete As Per Standard Design:0.91 M Deep With S.F.R.C Cover And Frame ( Heavy Duty, Hd-20 Grade Designation ) 560 Mm Internal Diameter Conforming To Is: 12592, Total Weight Of Cover And Frame To Be Not Less Than 182 Kg, Fixed In Cement Concrete 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Including Centering, Shuttering All Complete. ( Excavation, Foot Rests And 12 Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately ) :With Cement Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 39 2.10.1.2:Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil. And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within Alead Of 50 M:Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia 40 19.1.2:Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp - 1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete:150 Mm Diameter 41 19.2.2:Providing And Laying Cement Concrete 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) All - Round S.W. Pipes Including Bed Concrete As Per Standard Design:150 Mm Diameter S.W.Pipe 42 19.27.1:Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including 500X450 Mm Pre- Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design:With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 43 17.2.2: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 Black Solid Plastic Seat And Lid 44 12.41.2:Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes.110 Mm Diameter 45 19.21.1:Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into And Making Goodthe Walls, Floors With Cement Concrete 1:2:4 Mix ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cement Plastered On Both Sides With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete.For Pipes 100 To 250 Mm Diameter 46 8.2.2.2: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 All Levels.Granite Of Any Colour And Shadearea Of Slab Over 0.50 Sqm 47 11.56.1:Providing And Laying Polished Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing , Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.Polished Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. 48 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 EngineerIn-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. 49 21.3.2: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 5.50 Mm Thickness ( Weight Not Less Than 12.5 Kg / Sqm ) 50 9.100.1: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 51 9.97.1:Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per : 1868 ) , Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Complete:300X10 Mm 52 13.80: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. 53 13.41.1: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 Water Thinnable Priming Coat With Cement Primer 54 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 55 10.25.2: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 56 21.1.1.3: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 / 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 Portionpolyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron ) 57 21.1.2.3: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 / 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 Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required ( Fittings Shall Be Paid For Separately ) Polyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micorn ) 58 9.96.1: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:300X16 Mm 59 21.13:Providing And Fixing Brass 100Mm Mortice Latch And Lock With 6 Levers Without Pair Of Handles ( Best Make Of Approved Quality ) For Aluminium Doors Including Necessary Cutting And Making Good Etc. Complete. 60 21.4.1: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, Embeding 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 Engineer -In- Charge.With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness 61 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 62 8.3.2:Providing Edge Moulding To 18 Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer -In-Charge.Granite Work 63 1.1.1_08:Disposal Of Materials By Mechanical Transportincluding Loading , Unloading And Stacking Lime , Moorum, Buildingrubbish For Lead 8 Km
