1 Breaking Existng Rcc / Pcc Carefully Breaking Existing R.C.C / Pcc Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material, Debris From Bank?S Premises At Places Permissible By Municipal Corporation As Per Direction Of Bank?S Engineer. The Rates Are Inclusive Of Erecting Necessary Scaffolding, Staging, Etc. Wherever Required At All Heights & Level For The Proposed Structure. 2 2 Dismantling Brick Masonry Work Carefully Dismantling Brick Masonry Work Manually / By Mechanical Means At Any Level And Height In Staircase Landing Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Debris From Bank?S Premises At Places Permissible By Municipal Corporation As Per Direction Of Bank?S Engineer. The Rates Are Inclusive Of Erecting Necessary Scaffolding, Staging, Etc. Wherever Required At All Heights & Level For The Proposed Structure. 3 3 Providing P.Rcc Of M30 Grade Providing, Hoisting And Fixing Above Plinth Level Up To Floor Five Level Precast Reinforced Cement Concrete Of M30 Grade ( Using Stone Aggregate Of 20 Mm Nominal Size ) In Lintels, Beams, Including Setting In Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Cost Of Required Centring, Shuttering, Scaffolding, Curing, Including The Cost Of Steel Reinforcement Complete As Per Drawings And As Directed By Bank?S Engineer. 4 4 Earth Work In Excavation Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means For Foundation In All Types Of Soils Of Depth Up To 2 M Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil To A Place Permissible, As Per Drawings And As Directed By Bank?S Engineer. 5 5 Supply Of A Uniform Cement And M Sand Mixt. Supplying, Filling And Spreading Of A Uniform Mixture Of Cement And M Sand In The Ratio Of 1:12 ( 1Cement: 12 M Sand ) Of Approved Quality In Layers Of Various Thickness As Per Drawings Including Transportation, Loading, Unloading, Spreading In Layers At All Depths, Watering Compacting To 90% Maximum Dry Density Inside The Excavation For Lift-Pit For A Stable Base For Foundation All Etc. Complete As Directed By Banks Engineer 6 6 Plain Cc-Foundation, Base Etc. Providing And Laying In Position Plain Cement Concrete Of M20 Grade Using 20 Mm And Down Size Hard Granite Coarse Aggregates For Foundations, Base, Etc. As Per Drawings Including The Cost Of Compaction, Curing And Form Work, Centering / Shuttering, Etc. Complete As Directed By Bank?S Engineer. Rate Shall Include Adding Approved Make Water Proofing Compound To The Concrete As Per The Proprietary Specifications. 7 7 Rcc For Foundation Mats / Rafts Providing And Laying In Position Reinforced Cement Concrete ( Rcc ) Of M30 Grade Using 20Mm And Downsize Hard Granite Coarse Aggregates For Foundation Mat / Rafts As Per Approved Drawings For Lift Pit Including The Cost Of Shuttering, Centering & The Required Form Works, Curing, Compacting, Vibrating, Spacers, Finishing, Removal Of Form Work Excluding The Cost Of Steel Reinforcement ( Steel Reinforcement Will Be Measured Separate Item ) , Etc. Complete As Directed By Bank?S Engineer. Rate Shall Include Making Necessary Provision For Fixing Lift Base / Springs, Channels And Sleeves. 8 8 Providing And Laying Rcc Of M30 Grade Providing And Laying In Position Reinforced Cement Concrete ( Rcc ) Of M30 Grade Using 20Mm And Downsize Hard Granite Coarse Aggregates For Lift Pit Walls As Per Approved Drawings Including The Cost Of Centering, Shuttering & The Required Form Works, Curing, Compacting, Vibrating, Spacers, Making Haunches At Corner, Finishing, Removal Of Form Work Excluding The Cost Of Steel Reinforcement ( Steel Reinforcement Will Be Measured Separate Item ) , Etc. Complete As Directed By Bank?S Engineer. Rate Shall Include Making Necessary Provision For Fixing Lift Base / Springs, Channels And Sleeves. 9 9.A Providing W.Proofing -Lift Pit Walls Providing And Laying Water Proofing Treatment Inside And Outside The Rcc Lift Pit Walls By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying: ( A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqmt Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqmt. This Layer Will Be Allowed To Air Cure For 4Hours. ( B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqmt Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqmt. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours.The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. Etc. All Complete As Directed By Banks Engineer. 10 9.B W.Profing-Ext Side Of Pit Exterior Side Of The Lift Pit All Four Vertical Outer Sides And The Rcc Base For Pit To Be Waterproofed Using Hdpe Waterproofing Membrane. Hdpe Membrane Conforming To Is 16471:2017 With A Layer Of Pressure Sensitive Adhesive Layered With A Protective Film To Protect The Wall Surface From Backfill. The Membrane Shall Be Supplied With One Self-Adhesive Selvedge To Provide Sealed Tape. The Installation Of Membrane Shall Be As Per Manufacturers Specifications To Give A Totally Impermeable Layer. Etc. All Complete As Directed By Banks Engineer. 11 10 Dewatering Dewatering Charges: Dewatering Continuously Or Intermittently As Necessary To Carry Out All The Underground Civil Works Specified In The Scope Of Tender ( Viz. Excavation, Sand Filling, Pcc, Rcc And Water Proofing, Etc. ) By Vacuum Dewatering Or Any Other Suitable Means Approved By Bank Including Pumping Out The Water So Obtained To A Permissible Location Including Suitable Barricading The Site During The Execution And Cleaning, Etc. Complete As Directed By Banks Engineer. ( Note: Ground Water Table Is At 0.3 M From Ground Level ) 12 11 Providing Solid Block Masonry Providing And Constructing Solid Block Masonry Using Pre-Cast Solid Blocks Of Grade C ( Factory Made ) Of Size 40X20x20cm Or Nearest Available Size Confirming To Is 2185 Part I-2005 Of Latest Version For Super Structures Thickness 20Cm And Above In Cm 1:6 ( 1Cement: 6 Coarse Sand ) . Rate Shall Include Necessary Scaffolding, Hoisting, Shuttering, Etc Complete As Directed By Bank?S Engineer, As Per Drawings. 13 12 Earth Filling Earth Filling Available Excavated Earth ( Excluding Rock ) In Plinth, Sides Of Foundation, Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering. Also Providing And Applying Anti-Termite Treatment ( Of Pci Or Approved Equivalent ) Lift Pit Surrounding Ground Floor Lobby Areas As Directed By Bank?S Engineer. 14 13 Providing Plain Cc Of M20 Grade Providing And Laying In Position Plain Cement Concrete Of M20 Grade Using 20Mm And Downsize Coarse Aggregates Including The Cost Of Formwork And Shuttering, Curing, Compacting, Finishing Proper Line And Level, Etc. Complete For Ground Floor Lobby, Canopy, And Stair Case Area As Directed By Banks Engineer. 15 14 Providing A.Claved Aerated Cc Blocks Providing And Laying Autoclaved Aerated Cement Concrete Blocks ( Aac Blocks ) Masonry Work Using Blocks Of Size 600X150x200 Mm Conforming Specifications Of Is 2185- Part Iii Laid In Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) At All Level Including Cost Scaffolding, For Curing Etc. As Per The Drawings And The Complete. The Rate Includes Providing And Placing In Position 2 Nos 6 Mm Dia M.S. Bars At Every Third Course Of Masonry Work Complete As Directed By Bank?S Engineer. 16 15 Plastering -C.M-1:4 Plastering With Cement Mortar 1:4 ( 1 Cement, 4 Sand ) 15 To 20Mm Thick One Coat Floated Hard And Trowel Led Smooth For Outside / Inside Walls Including Cost And Conveyance Of All Materials To Site, Labour Charges, Watering For Curing, Hire Charges For Scaffolding For Required Height Of Building Etc. Complete As Directed By Banks Engineer. 17 16 Rcc Slabs Over Decking Sheet Rcc Slabs Over Decking Sheet ( Lift Lobby In All Floors & Lift Well Roof ) Using Reinforced Cement Concrete Of M30 Grade With 20Mm Nominal Size Including Cost And Conveyance Of All Materials Etc. This Shall Include Supplying And Fixing Decking Profile Of 44Mm / Nearest Depth And Of Thickness Of Minimum 0.8Mm Made Of Galvanized Steel Of Grade S350 Conforming To Is:277 Over The Cross Sections Connecting The Lift Well To The Existing Building Fixing It Firmly To The Square Hollow Steel Sections Using Nuts, Bolts Fasteners As Required As Per Drawings Including Cost Etc. Complete As Per Drawings And As Directed. Necessary Gentle Outward Slope From Lift-Shaft To Be Maintained So As To Avoid Any Water In The Lobby Or Lift-Well Roof From Entering The Shaft. ( Reinforcement Steel Bars Shall Be Considered Under Separate Item ) 18 17 Plastering -C.M-1:3 Plastering With Cement Mortar 1:3 ( 1 Cement, 3 Sand ) 8 To 12Mm Thick One Coat Floated Hard And Trowel Led Smooth For Outside / Inside Walls Including Cost And Conveyance Of All Materials To Site, Labour Charges, Watering For Curing, Hire Charges For Scaffolding For Required Height Of Building Etc. Complete As Directed By Banks Engineer. 19 18 Providing Steel Reinforcement With Tmt Bars Providing, Placing And Tying In Position Steel Reinforcement With Thermo-Mechanically Treated ( Tmt ) Bars Of Grade Fe-500D, Of Approved Make, Different Diameters As Per Drawings For All R.C.C. Works Including Straightening, Cutting, Bending, Placing In Position, Tying With Soft Drawn Annealed Binding Wire ( Not Less Than 1Mm With 2 Strands ) , Providing And Placing Approved Cover Blocks Of Various Thickness, Rate Shall Include Wastages , Etc. All Complete., As Directed By Banks Engineer. 20 19 Providing Ms Tubular / Shs / A.Section Etc. Providing, Fabricating, Casting And Erecting Of Ms Tubular / Square Hollow Section / Angle Section / Channels As Per Approved Drawings With Materials Of Approved Make And Grade With Required Welding As Per Latest Applicable Is Standard Specifications.The Work Consists Of Square Hollow Steel Sections ( Shs ) - Yst 310 Grade And Conforming To Is: 4923 Of Sizes ( Pls See Tender ) 16Mm Thick Base Plates, 12Mm Thick End Plates, 16Mm & 12Mm Dia Anchor Bolts Etc. Required As Shown In Structural And Architectural Drawing. Rate Shall Also Include Supplying & Fixing Steel Tubular Section Of 50X50x2.6Mm Both Horizontally And Vertically As A Support For Cement Board Paneling And Acp Cladding As Per Drawings. Rate Shall Include Applying Two Or More Coats Of Approved Make And Shade Epoxy Paint Over A Coat Of Epoxy Primer As Per Manufacturer?S Specifications - Pls Read Tender For Full Details 21 20 Providing Vitrified Floor Tiles Providing And Laying First Quality, Vitrified Floor Tiles Of Approved Make, In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqmt Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. The Work Includes Providing And Laying Skirting Of The Same Tile Of Approved Height, Wherever Necessary As Directed By Banks Engineer. Necessary Outward Slope From Lift Shaft To Be Maintained To Avoid Any Water In The Lobby From Entering The Shaft. Basic Cost Of Tiles Excluding Gst 850 Per Sq.M 22 21 Providing Ceramic Vitrified Tiles Providing And Fixing First Quality Ceramic Vitrified Tiles For Wall Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Of Any Size As Approved 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 Sqmt, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete As Directed By Bank?S Engineer Basic Cost Of Tiles Excluding Gst 700 Per Sq.M 23 22 Cement Board Paneling Cement Board Paneling: Providing And Fixing 8 To 9Mm ( Average Thick ) Cement Boards Of Exterior Grade Type A ( High Pressure Steam Cured ) Conforming To Latest Is: 14862 Standards To The Rectangular Sections Welded Main Tubular Ms Structure Of The Lift Using Fa�Ade Panel Screws / As Per The Manufacturers Specification. These Are Screwed Perpendicularly In The Middle Of The Pre- Drilled Screw Holes. All Joints Between Boards Shall Be Sealed And Made Completely Waterproof Using Approved Sealant Etc. As Directed By Banks Engineer. ( Frame Work Is Measured Separate Item ) . 24 23 Acp Cladding For Linear And Portions Of Lift / Building Designing Etc. And Fixing With Acp Cladding ( Exterior Grade ) With Open Grooves For Linear As Well As Portions Of The Lift / Building Including: ( A ) Structural Analysis & Design And Preparation Of Shop Drawings For Pressure Equalization Or Rain Screen Principle, Proper Drainage Of Water To Make It Watertight Including Checking Of All The Structural And Functional Design. ( B ) Providing Etc. And Fixing Panels Of Acp Cladding In Pan Shape In Metallic Colour Made Out Of 4Mm Thick Acp Material Consisting Of 3Mm Thick Thermoplastic Core Of Ldpe Sandwiched Between Two Aluminium Sheets Each 0.5Mm Thick ( Alloy Designation 310S ) . The Acp Cladding Sheet Shall Be Fcc, With Kynar 500 Based Pvdf / Lumiflon Based Fluoropolymer Resin Coating Etc. On Face # 1 And Polymer ( Service ) Coating On Face # 2 As Specified Using Stainless Steel ... ( Pls See Tender Document For Full Description ) 25 24 Designing Structural Glazing Designing And Fixing S.Glazing Using Special Sections 63.5 Mm X 57Mm X 2Mm Or Closest Rectangular In Shape With Dowelling On Shorter Face As Per Drawing, Which Confirm To Wind Load And Static Load Calculations. The Frame To Be Fabricated With Verticals And Horizontals To Form A Grid As Per Drawing, Securely Fixing The Frame Work With 5Mm Thick Angle To The Main Frame With Adequate Anchor Fasteners, Fixtures, Nuts / Bolts Etc., Fixing 6 Mm Thick High-Performance Heat Reflective Toughened Glass Of Approved Make By Fixing The Glass On The Grid Using Silicon Construction Structural Sealant. ( Uv Resistant ) Dow Corning / Wacker 995 Along The Perimeter Of The Glass Plate, The Glass Cut To Size With Precision, Fitted To The Main Frame With Necessary Hardware......Pls See Tender Document For Full Description 26 25 Providing Aluminm F.Glazed D.Door Providing And Fixing Aluminium Fully Glazed Double Door Doors With Extruded Built Up Standard Tubular Sections / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is:1285 Including Powder Coating Of Minimum 50 Micron Thickness Of Approved Shade, 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.......Pls See Tender Document For Full Description 27 26 Providing Canopy Over Entrance Providing, Fabricating And Fixing Canopy Over The Entrance Using 4Mm Thick Polycarbonate Sheets Curved Towards The Ends And Fitted On Suitable Ms Frames Bolted / Anchored To The Main Structure With Additional Supports As Found Necessary At Site And As Directed By Banks Engineer Etc. Complete. 28 27 False Ceiling In All Floor Lobby Areas False Ceiling In All Floor Lobby Areas.Providing And Fixing Single Level Suspended False Ceiling With Gypboard Of 12.5Mm Thick To The Suspended Grid Formed Of Perimeter Channel Of Size 20 X 27 X30 Mm ( Mf6a ) And Intermediate Channel Of Size 45 X 15 X 0.9 Mm ( Mf7 ) .The G.I. Ceiling Section Of Size 80 X26x0.5 Mm ( Mf 5 ) Shall Be Provided Across The Intermediate Channel At Intervals Not More Than 475 Mm C / C At Bottom And The Same Shall Be Fixed By Gi Connections Clips Of 2.64Mm Dia At Integration Points. The Ceiling Channels Shall Be Provided With A Minimum Overlap Of 150Mm At Ends And Fixed To The Perimeter Channels.The Suspended Strap Hangers To Be Connected With G.I Soffit Cleat Of Size 37X27x25x1.5 Mm Thick And To Be Fixed On To The Roof Slabs / Beams By Using Metal Expansion Fasteners Of 12.5 Mm Dia To A Length Of 35 Mm. ..... Pls See Tender Document For Full Description 29 28 Providing 1St Quality Emulsion Paint Providing And Applying To Walls And Ceiling Two Or More Coats Of First Quality 100% Premium Acrylic Emulsion Paint Of Approved Make And Colour Having Voc Less Than 50 Gm / Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade With Silicon Additives Including Applying Approved Make Putty After Surface Preparations, A Coat Of Approved Make Exterior Primer Etc. Complete As Directed By Banks Engineer.
