Bids Are Invited For Hiring A Company From The Relevant Branch To Execute Construction Work Of The Centro Day Unit For Elderly People, Under Global Contract Regime (Materials And Labor) According To Description Memorial, Budget Spreadsheet, Physical-Financial Schedule And Other Documents Technicians Who Follow The Notice, With Resources From The State Government, Fpe Agreement 3229/2025, Process 25/2100-0001963-8, And Own Resources.

1.1.1 Local Administration, Supply And Installation Of Workplate With Galvanized Sheet, 1.2.2 Siding With Metallic Tile. Af_03/2024, 2.1.1 Conventional Lease Of Work, Using Template Of Pointed Running Boards Every 2.00M - 2 Uses. (Ref Sinapi99059), 2.1.2 Execution Of Reference Lines On A Template Or Easel. Af_03/2024, 2.2.1.1 Mechanically Excavated Pile, Without Stabilizing Fluid, 40Cm In Diameter, Concrete Launched By Concrete Mixer Truck (Exclusive Mobilization And Demobilization). (Without Reinforcement) (Ref Sinapi 100897), 2.2.1.2 Pile Reinforcement Assembly, Diameter = 10.0 Mm. Af_09/2021_Ps, 2.2.1.3 Assembling Transverse Reinforcement Of Circular Section Piles, Diameter = 5, 2.2.2.1 Mechanized Excavation For Baldrame Beam Or Running Footing With Mini-Excavator (Including Excavation For Placing Formwork). Af_01/2024, 2.2.2.2 Manufacture, Assembly And Disassembly Of Formwork For Baldrame Beam, In Sawn Wood, E=25 Mm, 2 Uses. Af_01/2024, 2.2.2.3 Slim Concrete Ballast, Applied To Crowning Blocks Or Footings, 5 Cm Thick. Af_01/2024, 2.2.2.4 Insulated Shoe Frame, Baldram Beam And Running Shoe Using 5 Mm Ca-60 Steel - Assembly. Af_01/2024, 2.2.2.5 Insulated Shoe Frame, Baldram Beam And Running Shoe Using 10 Mm Ca-50 Steel - Assembly. Af_01/2024, 2.2.2.6 Concreting Of Crowning Block Or Baldrame Beam, Fck 30 Mpa, Using A Pump - Laying, Densifying And Finishing. Af_01/2024, 2.2.2.7 Surface Waterproofing With Asphalt Emulsion, 2 Coats. Af_09/2023, 2.2.3.1 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 10.0 Mm Ca-50 Steel - Assembly.Af_06/2022, 2.2.3.2 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using Ca-60 Steel 5, 2.2.3.3 Assembly And Dismantling Formwork From Rectangular Pillars And Similar Structures, Simple Right Foot, 2 Uses. Af_09/2020, 2.2.3.4 Concreting Of Pillars, Fck = 25 Mpa, Densification And Finishing. Af_02/2022_Ps, 2.2.4.1 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using Ca-50 Steel Of 10, 2.2.4.2 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using Ca-50 Steel Of 8, 2.2.4.3 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 6.3 Mm Ca-50 Steel - Assembly.Af_06/2022, 2.2.4.4 Column Or Beam Frame Of Conventional Reinforced Concrete Structure Using 5 Ca-60 Steel, 2.2.4.5 Assembly And Disassembly Of Beam Formwork, Shoring With Wooden Spike, 2.2.4.6 Manufacture, Assembly And Dismantling Formwork For Strapping Beam, 2 Uses. Without Propping (Ref Sinapi 96533), 2.2.4.7 Concreting Of Beams And Slabs, Fck=25 Mpa, For Precast Slabs Using A Pump - Laying, Thickening And Finishing. Af_02/2022_Ps, 2.2.5.1 Unidirectional Precast Slab, Double Supported, For Lining, Ceramic Filling, Conventional Joist, Total Slab Height (Filling+Cover) = (8+4). (Ref Sinapi 101964), 2.2.5.2 Slab Frame Of Conventional Reinforced Concrete Structure Using 6.3 Mm Ca-50 Steel - Assembly. Af_06/2022, 2.2.5.3 Subfloor With Self-Leveling Mortar, Applied On Slab, Adhered, Thickness 2Cm. Af_07/2021, 2.2.5.4 Surface Waterproofing With Polyurethane-Based Membrane, 2.2.6.1 Assembly And Disassembly Of Solid Slab Formwork, 2.2.6.2 Concreting Of Beams And Slabs, For Solid Or Ribbed Slabs Using A Pump - Launch, 2.2.6.3 Frame Using