Construction Of Structural Shed Near H2 ( Hydrogen ) Gas Godown To Keep Hydraulic Ladder ( Genie ) And Other Store Materials . Construction Of Structural Shed Near H2 ( Hydrogen ) Gas Godown To Keep Hydraulic Ladder ( Genie ) And Other Store Materials , Construction Of Structural Shed Near H2 ( Hydrogen ) Gas Godown To Keep Hydraulic Ladder ( Genie ) & Other Store Materials . , Dismantling All Types Of Plain Cement Concrete Works , Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M . In All Floor Including Roof . Up To 150 Mm . Thick , Earth Work In Excavation Of Foundation Trenches Or Drains , In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing , Spreading Or Stacking The Spoils Within A Lead Of 75 M . As Directed . The Item Includes Necessary Trimming The Sides Of Trenches , Levelling , Dressing And Ramming The Bottom , Bailing Out Water As Required Complete . Up To 1 . 500 Mtr Depth , Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water , Ramming Complete Including The Cost Of Supply Of Sand . ( Payment To Be Made On Measurement Of Finished Quantity ) . ( I ) By Fine Sand , Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150 Mm . Including Watering And Ramming Etc . Layer By Layer Complete . ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) . ( A ) With Earth Obtained From Excavation Of Foundation . , Cement Concrete With Graded Stone Ballast ( 40 Mm Size Excluding Shuttering ) In Ground Floor . ( A ) [Pakur Variety] ( A ) 1:3:6 Proportion . , Supplying And Laying Polythene Sheet ( 150Gm / Sq . M ) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches . , Ordinary Cement Concrete ( Mix 1:1 . 5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any , In Ground Floor As Per Relevant Is Codes . ( I ) Pakur Variety . , Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars , Stirrups , Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length , Hooking And Bending To Correct Shape , Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection , Complete As Per Drawing And Direction . ( A ) For Works In Foundation And Up To Roof Of Ground Floor/Up To 4 M , Hire And Labor Charges For Shuttering With Centering And Necessary Staging Up To 4 M Using Approved Stout Props And Thick HardWood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams And Columns , Lintels Curved Or Straight Including Fitting , Fixing And Striking Out After Completion Of Works ( Up To Roof Of Ground Floor ) . I ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation , Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening SurfacesBy Sand Papering Etc . Lead Of 75M As Directed . , Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc . Including Using Of Approved Putty Etc . On The Surface , If Necessary And Brand Including Smoothening Surface By Sand Papering Etc . Including Using Of Approved Putty Etc . On The Surface , If Necessary: ( B ) On Steel Or Other Metal Surface : ( Iv ) Two Coats ( With Any Shade Except White ) , Galvanized Trapezoidal Colored Sheet Work ( Excluding The Supporting Frame Work ) Fitted And Fixed With 10Mm Dia J Or L Hook-Bolts With Welding Limpet & Bitumen Washer And Putty Completed With 150Mm End Lap And One Corrugation Minimum Side Lap In Roof & Wall With 0 . 60Mm To 0 . 50Mm Thick ( Work Shall Be Come As Per Instruction Of The Eic ) Tata Make . A ) Roof , Galvanized Iron Sheet Ridging Fitted With Necessary Bolts , Screws , Washers Etc Complete . ( 225Mm End Lapping ) . ( A ) 300 Mm Lapping Each Way . ( A ) With 0 . 60 Mm Sheet , Galvanized Or Painted Wind-Tie Made Of M . S . Flats , Fitted And Fixed Complete Including Cost Of Necessary Fittings . ( B ) Made With 50 Mm . X 6 Mm . Flats , M . S . Structural Works In Columns , Beams Etc . With Simple Rolled Structural Members ( E . G . Joists , Angle , Channel Sections Conforming To Is: 226 , Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket , Gussets , Cleats As Per Design , Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length , Fabrication With Necessary Bolting , Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004 , Haulage , Hoisting And Erection All Complete . The Rate Includes The Cost Of Rolled Steel Section , Consumables Such As Electrodes , Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Charges Such As Electricity Charges , Labour Insurance Charges Etc . Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight . Payment For Gusset , Bracket , Cleat , Rivets , Bolts And Nuts May Be Made By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members . The Rates Are Considered For Any Height Of Erection . I ) For Structural Members Of Specified Sections Weighing Less Than22 . 5 Kg/M , Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( B ) In Super Structure , Ground Floor . , 125 Mm . Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor . , Plaster ( To Wall , Floor , Ceiling Etc . ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating , Nosing And Drip Course , Scaffolding/Staging Where Necessary ( Ground Floor ) . [Excluding Cost Of Chipping Over Concrete Surface] . I ) With 1:6 Cement MortarA ) 15Mm Plaster , Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly , Complete As Per Manufacturer S Specification And As Per Direction Of The Eic . In Ground Floor: ( A ) One Coat , Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality , As Per Manufacturer S Specification And As Per Direction Of Engineer-In-Charge To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Material , Labor , Scaffolding And All Incidental Charges But Excluding The Cost Of Primer . In Ground Floor: ( A ) Normal Acrylic Emulsion ( I ) Two Coats . ,
