Excavation Of Foundation Of All Types Of Soil Excavation Of Foundation Of All Types Of Soil / Rock, Plinth Protection Finishing, Soiling, Pcc Etc. For The Foundation And Ramp Slab Approx. 1.20 Meter Depth. The Excavation Shall Be Carried Out Adjoining Of The Existing Building, Therefore All The Care Shall Be Taken To Avoid Any Damage Of The Building. The Rate Shall Be Inclusive Of Re-Filling Of Excavated Soil ( If Required ) With Required Compaction In Layers And Carting Away The Surplus Soil Or Any Other Dismantled Items During Excavation Like Plinth Protection, Soiling, Pcc Etc. Out Of The Premises Etc. Complete As Directed By The Bank?S Engineer. 2 2 Dismantling Of Existing Wall Pathway Etc Dismantling Of Existing Wall, Path Way, Etc. Including Floor Tiles, Plaster Surface, Etc. To The Required Sizes As Directed By Banks Engineer Including Carting Away The Debris Out Of The Premises, Etc. Complete. 3 3 Prepare Existing Soil Surface With Levelling Prepare Existing Excavated Soil Surface With Levelling, Compaction With Water And Remove Any Loose Material Etc. To Receive The Stone Soling. Providing And Placing 150 Mm Thick Hand Packed Hard Rubble Stone Soiling. The Voids Of The Big Stones Shall Be Filled With Small Stones And Course Sand Etc. Complete As Directed By The Bank?S Engineer. Preparing The Top Surface By Filling The Voids With M-Sand, Watering And Duly Compacting By Using Heavy Duty Metal Rammer, Etc. Complete. 4 4 Providing Mixing And Laying In Position At Loaction Pcc Providing, Mixing And Laying In Position At Directed Location Plain Cement Concrete 1:2:4 ( 1 Cement: 2 Aggregates: 4 M-Sand ) Of 90Mm Thickness Using Appropriate Size Aggregate 20 Mm And Down, M-Sand Including Side Shuttering, Compaction, Curing, Carting Away The Debris Out Of The Premises. The Rates Are Including Cleaning Of Surface, Compaction By Using Suitable Vibrator Etc. Complete As Directed By Bank?S Engineer. 5 5 Providing And Laying M25 Grade Providing And Laying M 25 ( 1:1:2 ) Grade Reinforced Cement Concrete In Required Thickness In Foundation, Super Structure, Etc. With The Strong And Well Supported New Ply Wood Shuttering Including All Concrete Operations Like Placing, Compacting The Concrete By Suitable Needle / Surface Vibrator, Finishing The All-Round Surfaces, Removing The Shuttering, Curing The Concrete Surface By Erecting Sand Bunds For Water Ponding & Also Using Wet Jute Cloth On Edges For At Least 14 Days All Complete In Workmanlike Manner As Directed By The Bank?S Engineer 6 6 Providing Cutting Bending With Gi Wire Placing In Position Providing, Cutting, Bending, Binding With Gi Wire And Placing In Proper Position In Proper Line & Level Of Required Diameter ( 8Mm To 20 Mm Dia ) Approved Brand Tor Reinforced Steel Confirming To The Latest Relevant Is Code In Foundation, Beam, Column, Slab, Super Structure, Approved Overlap Etc. The Rate Shall Be Inclusive Of Making Stirrups As Per The Requirement Etc. As Directed By Bank?S Engineer. 7 7 Providing And Constructing 230Mm Random Stone Masonry Providing And Constructing 230Mm Wide Random Stone Masonry In Walls, Step Block, Etc. Using Ready Mixed Cement Plaster In The Ramp Wall In Proper Line And Plum Including Pointing The Joints With Ready Mixed Plaster Of Approved Make, Curing, Scaffolding, Etc. All Complete 8 8 Providing Fixing Structural Framework As Per Drawing Providing, Fabricating And Erecting In Position As Per The Drawings Or As Directed By Banks Engineer Structural Frame Work Made Out Of Approved Make I- Beams, Plates, Box Sections, Etc. For Construction Of Shaft Frame Work And Platform, Columns, Beams, Bracings, Etc. Including Cutting The Sections As Per The Drawings, Drilling Holes, Wherever Required And Of Sizes As Directed, Cutting Of Plates As Per The Shapes And Sizes Shown In The Drawing Or As Directed By Structural Engineer / Architect, Providing Minimum 5Mm Wide Welding Using Welding Rods Of Approved Make 9 9 Providing Laying Chequered Or Deck Tiles Providing And Laying Chequered / Deck Tiles Of Approved Make And Shade Laid In Required Pattern And Laid Over Cement Mortar Bedding Of Minimum 20Mm Using 1:4 Cement Mortar Bedding After Spreading Thick Cement Slurry / Paste, Tiles Firmly Placed With Close Joints, Maintain 10 10 Providing And Erecting Stainless Steel Hand Rail Providing, Fabricating And Erecting In Position Stainless Steel Hand Railing, Of 1.0Mt Finished Height, Made Out Of Minimum 32Mm Dia ( 1.6Mm Thick Min. ) 316 Grade Ss Pipes For Verticals And Horizontals. Verticals Spaced At Maximum 750Mm C / C And Horizontal Pipe At Top. Additional Ss Horizontal Pipe Of 16Mm Dia Shall Be Provided At Middle Portion All Along The Length Of Railing. 11 11 Cgst Enter Total Cgst 12 12 Sgst Enter Total Sgst
