|
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
|
