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Rental Of Storage Type Container - Minimum Area Of 13.80 M2, Open Shed To Support Production, Rental Of Container - Bathroom With Showers And Vases - 4.30 Meter, 06/02/2026 - 14:37:08, Hydrometer Dn 1/2, 1, 5 M3/H - Supply And Installation. Af_03/2024, Electricity Input, Overhead, Three-Phase, With Recessed Box, 10 Mm2 Cable And Circuit Breaker, Supply And Installation Of Workplate With Galvanized Sheet And Wooden Structure. Af_03/2022., Removal Of Separated Construction Debris With Metal Bucket - Earth, Masonry, Concrete, Mortar, Siding With Metal Tile. Af_03/2024, Junior Construction Civil Engineer With Additional Charges., Mobilization And Demobilization Of Site, Rental Of Metal Scaffolding Type Facade, Pieces Approximately 1.20 M Wide And 2.0 M In, Conventional Rental Of Work, Using Template Of Pointed Running Boards Every 2.00M - 2 U, Mechanized Trench Excavation With Prof. Up To 1.5 M (Average Upstream And Downstream/One Composition Per Section, Manual Trench Excavation. Af_09/2024, Ballast With Granular Material (Crushed Stone N.1 And Crushed Stone N.2), Applied To Floors Or Slabs, Manufacture, Assembly And Dismantling Of Formwork For Crowning Block, In Sawn Wood, E=25 Mm, Block Frame Using 5 Mm Ca-60 Steel - Assembly. Af_01/2024, Block Frame Using 6.3 Mm Ca-50 Steel - Assembly. Af_01/2024, Block Frame Using 8 Mm Ca-50 Steel - Assembly. Af_01/2024, Block Frame, Insulated Footing, Baldrame Beam And Running Footing Using 12.5 Mm Ca-50 Steel, Baldrame Beam And Running Shoe Using 16 Mm Ca-50 Steel, Concreting Of Crowning Block Or Baldrame Beam, Fck 30 Mpa, With Use Of Pump - Launching, Aden, Spreading Of Material With Crawler Tractor. Af_09/2024, Manual Trench Backfilling, With Percussion Soil Compactor Af_08/2023, Surface Waterproofing With Asphalt Emulsion, 2 Coats Af_09/2023, Technological Control Of Concrete, Assembly And Disassembly Of Rectangular Pillar Formwork And Similar Structures, Single Height, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 10.0M Ca-50 Steel, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 12.5M Ca-50 Steel, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 16.0M Ca-50 Steel, Pillar Frame Or Beam Of Conventional Reinforced Concrete Structure Using 5.0Mm Ca-60 Steel, Concreting Of Pillars, Fck = 30 Mpa, Densification And Finishing. Conventional Reinforced Concrete Structure Using 6.3Mm Ca-50 Steel, Pillar Or Beam Frame Conventional Reinforced Concrete Structure Using 8.0Mm Ca-50 Steel, 0M., 5M, 0Mm., Concreting Beams And Slabs, Fck=30 Mpa, For Solid Or Ribbed Slabs Using A Pump - Launch, Assembly And Dismantling Of Solid Slab Formwork, In Res Plywood Sheet, Slab Frame Of Conventional Reinforced Concrete Structure Using 5.0 Mm Ca-60 Steel - Montag, Slab Frame Of Conventional Reinforced Concrete Structure Using Steel
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