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Leasing Of Engineering Services: Execution Of Template. It Will Be Measured By The Leased Construction Area, Measured Between The Foundation Axes And Adding 0.50 M, From The Axis, To The External Side (M). Necessary For Complete Rental Services In Building Works Including: Rental Of Piles, Main Axes, Walls, Etc., Supply And Placement Of Engineering Services Sign In Galvanized Sheet (3.00 It Will Be Measured Per Unit Of Installed Plate (Un). The Item Pays For The Construction Plates That Must Be Made Of 0.26 Galvanized Sheet. The Plates Will Be Fixed With 540 Rivets And 3/8 Screws, On A Metal Structure With A Stiffened U 2 Beam And 20X20 Metalon. The Support For Installation Must Be Made Of Autoclaved Eucalyptus. The Plates Will Be Painted On The Front And Back With An Anti-Corrosive Coating And Automotive Paint. Formato: 3, 00 X 1, 50M. The Size Of The Sign Is Defined Depending On The Location Of Its Installation And/Or The Value Of The Services Above R$ 30,000.00, Complying With The Proportion Of 6.00 It Will Be Measured By The Actual Area Of The Land, Where The Manual Cleaning Of Vegetation Takes Place (M²). The Item Remunerates The Provision Of A Dump Truck, The Necessary Labor And Auxiliary Tools For The Execution Of Services Carried Out Manually With The Aid Of Appropriate Tools For Mowing, Felling Trees And Shrubs, Destocking, Fragmentation Of Branches And Trunks, Stacking And Transport, Covering: The Removal Of Vegetation, Trees And Shrubs With Trunk Diameter Up To 5 Cm, Measured At A Height Of 1.00 M From The Ground, Grass. Etc. Uprooting And Removal Of Stumps, Roots And Trunks Manual Scraping Of The Vegetable Soil Layer At A Minimum Thickness Of 15 Cm Manual Loading And Transportation, Internal To The Site, Within A Radius Of 500 M., Wooden Shed, Cemented Floor And Roof In Corrugated Fiber Cement Tiles, Manual Compacted Landfill, With Socket, 04/29/2026 - 14:24:25, Manual Excavation Of Trench In Soil Of 1St And 2Nd Category, Depth Of Up To 2.00M, Manual Excavation Of Open Field In Soil Except Rock With Depth Of Up To 2, Manual Backfilling Of Piled Trench, Manual Excavation Of Pipe In Open Air, Steel Reinforcement, Ca 50, Cutting And Bending In Site, Wooden Formwork For Foundation, With Boards And Battens, 3 Uses And Unforming, Reinforced Concrete For Foundation (Including Supply, Transport, Launching, Forming And Unforming), Structural Concrete Turned On Site, Control A, Consistency For Vibration, Brita 1, Fck=20 Mpa And Placement On Foundation, Non-Structural Concrete Ballast (Sub-Floor) Waterproofed, E=6 Cm, Mobilization And Demobilization By Percussion Sounding Equipment D= 2 1/2, Percussion Sounding D=2 1/2 (Minimum Depth For Measurement 30M), Reinforced Concrete (Including Supply, Prefabricated Lattice Slab For Floor, Interaxis 50 Cm E=25Cm (Capping 5 Cm And Ceramic Element 20 Cm) Minimum Overload 300 Kgf / M², Fence Masonry With Concrete Block, 14X19x39 Cm, Wall Thickness 14 Cm, 10Mm Joints With Mixed Cement Mortar, Hydrated Lime And Unsifted Sand Trace 1:0, 5:8, Sheet Gutter Galvanized, No. 24 Development
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