Bids Are Invited For Hiring A Company For The Construction Of A Basic Health Unit, Size 3, On Luzia Brandão Fraga De Souza Avenue, Loanda Neighborhood, With Equipment Supply, Labor, Materials And Technical Services Necessary For The Execution Of The Object, According To Descriptive Memorial, Spreadsheets And Other Attachments.

Container Rental Type Type Minimum Area Of ​​13, 80 M 1.1.1, Open Shed For Production For Production 1.1.2, Container Rental Bathroom With Showers And Vases 4, 30 X 2, 30M 1.1.3, Work -Refereted Bar 1.1.4, Individualized Entry Measurement Kit 1.1.5, 14/04/2025, Supply And Installation Of 12, 1, 1, 1, M3h 1.1.6, Supply And Installation Of Electricity Input 1.1.7, Supply And Installation Of Workplate With Galvanized Plate And Wood Structure 1.1.8, Separate Rubbish Removal With Metal Bucket 1.1.9, Supply And Installation Of Metal Tile 1.1.10, Junior Work Engineer With Complementary Charges 1.2.1, Mobilization And Demobilization Of Bedside 1.3.1, Metallic Scaffolding Type Fachairo Type 1.4.1, Conventional Lease Of Work, Using Pontaletaded Running Tablets Every 2.00M 2.1, Mechanized Ditch Excavation With Prof. Up To 1, 5 M 2.2, Manual Ditch With A Depth Less Than 1, 30 M 2.3, Manufacture And Supply Of Ballast With 2.4 Granular Material, Manufacture, Mounting And Disassembly Of Crown Block 2.5, Block Set Up Using 5 Mm 2.6 Steel, Block Frame Using Ca50 Steel 6, 3 Mm 2.7, Block Frame Using Ca50 Of 8 Mm Steel 2.8, Block Frame Using 10 Mm 2.9 Ca50 Steel, Block Frame, Isolated Shoe, Baldrame Beam And Shoe Running 2.10, Baldrame And Shoe Running 2.11, Crowning Baldrame Block Concreting, Fck 30 Mpa 2.12, Material Scatter With Treadmill 2.13, Reiterro Manual Ditches, With Soil Compactor, With Soil Compactor, With Soil Compactor 2.14, Surface Waterproofing With Asphalt Emulsion, 2 Coats 2.15, Technological Control Of Concrete 2.16, Assembly And Disassembly Of Rectangular Pillars And Similar Structures 3.1.1, Pillar Frame Or Conventional Reinforced Concrete Structure Using Ca50 Steel Of 10, 0 Mm 3.1.2, Pillar Frame Or Conventional Concrete Structure Beam Using 12, 5 Mm 3.1.3 Ca50 Steel, Pillar Frame Or Conventional Frame Of Reinforced Concrete Structure Using 16, 0 Mm 3.1.4 Steel, Pillar Frame Or Conventional Frame Of Reinforced Concrete Structure Using Ca60 Steel Of 5, 0 Mm 3.1.5, Pillars Concreting, Fck = 30 Mpa 3.1.6, Technology Control Of Concretes 3.1.7, Assembly And Assembly And Assembly, Assembly And Assembly Beam Form Disassembly 3.2.1, Pillar Frame Or Conventional Reinforced Concrete Structure Beam Using 6, 3 Mm 3.2.2 Steel, Pillar Frame Or Conventional Reinforced Concrete Structure Using Ca50 Steel Of 8, 0 Mm 3.2.3, 0 Mm 3.2.4, 5 Mm 3.2.5, 0 Mm 3.2.6, Pillar Or Beam Frame Conventional Reinforced Concrete Using Ca50 Steel Of 20, 0 Mm 3.2.7, 0 Mm 3.2.8, Concreting Of Beams And Slabs, Fck = 30 Mpa 3.2.9, Technological Control Of Concrete 3.2.10, Assembly And Disassembly Of Massive Slab Shape 3.3.1, Set Of Conventional Concrete Framework Of 5, 0 Mm 3.3, 0 Mm. Conventional Reinforced Concrete Frame Frame Using 6, 3 Mm 3.3.3, Armed Conventional Structure Structure Ca50 Steel Using 8, 0 Mm 3.3.4, Armed Conventional Conventional Structure Frame Using Ca50 Steel Of 10, 0 Mm 3.3.5, Armed Convention Convention Structure Frame Mm 3.3.6, Fck = 30 Mpa 3.3.7, Co