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Local Administration, Conventional Lease Of Work Using Template Of Pointed Running Boards Every 2.00M - 2 Uses. Af_10/2018, Siding With Metallic Tile. Af_05/2018, Execution Of Toilet And Changing Room On Construction Site In Sheet Wood - Plywood, Furniture Not Included. Af_02/2016, Execution Of Warehouse On Construction Site Made Of Plywood Sheet, Including Shelves. Af_02/2016, Mechanized Excavation For Crowning Block Or Footing With Backhoe Loader (Including Formwork Excavation), Af_06/2017, Ballast With Granular Material, Applied To Crowning Blocks, Thickness Of *10 Cm*. Af_08/2017, Manufacture, Assembly And Disassembly Of Formwork For Crowning Block, In Sawn Wood, E=25 Mm, 4 Uses. Af_06/2017, Block Frame, Baldrame Beam Or Footing Using 10Mm Ca-50 Steel - Assembly. Af_06/2017, Concreting Of Crowning Blocks And Baldrames Beams, Fck 30 Mpa, Using A Pump? Launching, Densification And Finishing. Af_06/2017, Surface Waterproofing With Asphalt Emulsion, 2 Coats. Af_09/2023, Assembly And Disassembly Of Formwork For Rectangular Pillars And Similar Structures, Simple Right Foot, 4 Uses. Af_09/2020, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 12.5 Mm Ca-50 Steel - Assembly. Af_06/2022, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 10.0 Mm Ca-50 Steel - Assembly. Af_06/2022, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using Ca-60 Steel Of 5, Concrete Fck = 25Mpa, Ratio 1:2, 3:2, 7 (In Dry Mass Of Cement/Medium Sand/Gravel 1 ) - Mechanical Preparation With 400 L Concrete Mixer. Af_05/2021, Launch Using Buckets, Thickening And Finishing Concrete In Structures. Af_02/2022, Assembly And Disassembly Of Formwork For Baldrame Beam, In Sawn Wood E= 25Mm, Baldrame Beam Or Shoe Using 12.5 Mm Ca-50 Steel - Assembly. Af_06/2017, Baldrame Beam Or Shoe Using 10 Mm Ca-50 Steel - Assembly. Af_06/2017, Baldrame Beam And Footing Using 5 Mm Ca-60 Steel - Assembly. Af_06/2017, Ballast With Stone Dust, 10 Cm Thick. (Ref 100324), Applied To Floors Or Slabs On Ground, Ribbed Welded Steel Mesh, Ca-60, Q-196, (3.11 Kg/M2), Wire Diameter = 5.0 Mm, Width = 2.45 M, Mesh Spacing = 10 Af_09/2021, Mortar Mix 1:4 (In Volume Of Cement And Medium Wet Sand) For Subfloor, Mechanical Preparation With 400L Concrete Mixer. Af_08/2019, Concreting Of Pillars, Fck = 25 Mpa, Using A Pump - Laying, Densifying And Finishing. Af_02/2022 - Ps, Assembly And Disassembly Of Beam Formwork, Shoring With Wooden Bridge, Pillar Or Beam Framing Of Conventional Reinforced Concrete Structure Using 16 Ca-50 Steel, Concreting Of Beams And Slabs, Fck=25 Mpa, For Solid Or Ribbed Slabs Using A Pump - Launch, Unidirectional Precast Slab, Bi-Supported, For Flooring, Ceramic Filling, Conventional Joist, Slab Height (Filling + Cover)= (8 + 6) Concrete C25 - Screen Reinforcement Q196 , 10X10 Cm 5 Mm. (Ref Sinapi 101963), Slab Frame Of Conventional Reinforced Concrete Structure Using 10.0Mm Ca-50 Steel - Assembly. Af_06/2022, Manufacture And Installation Of Full Steel Shear, Spans Of 9.45M, 9.75M, 10.0M And 9.82M, For Trapezoidal Metal Tile, Including Lifting - Pu Banzos 50X10xx50x3, 75 Mm, Diagonal E
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