1.1.1 Supply And Installation Of Workplate With Galvanized Sheet And Wooden Structure. Af_03/2022_Ps, 1.2.1 Transport With 18 M³ Dump Truck, On Urban Road In Natural Bed (Unit: M3xkm). Af_07/2020, 1.2.2 Execution Of Flooring On Interlocking Floor, With Hexagonal Block Of 25 X 25 Cm, Thickness 8 Cm. Af_10/2022, 1.2.3 Laying Of Guide (Curb) In Straight Section, Made Of Prefabricated Concrete, Dimensions 80X08x08x25 Cm (Length Af_06/2016, 1.3.1 Laying Of Guide (Curb) In Straight Section, Dimensions 100X15x13x30 Cm (Length X Lower Base X Upper Base X Height), For Urban Roads (Road Use). Af_06/2016, 04/22/2024, 1.3.2 Execution Of Machined Concrete Gutter, Cast In Situ In A Straight Section, 30 Cm Base X 10 Cm Height. Af_06/2016, 1.4.1 Manual Excavation Of Trench With A Depth Of Less Than Or Equal To 1.30 M. Af_02/2021, 1.4.2 Concrete Fck = 20Mpa, Ratio 1:2, 7:3 (In Dry Cement/Sand Mass Medium/ Crushed 1) - Mechanical Preparation With 400 L Concrete Mixer. Af_05/2021, 1.4.3 Application Of Concrete On Foundation Or Ballast, Including Spreading, Densification And Finishing, 1.4.4 Manual Excavation Of Trench For Baldrame Beam (Including Excavation For Placement Of Forms). Af_06/2017, 1.4.5 Cutting And Bending Of Ca-50 Steel, Diameter Of 8.0 Mm. Af_06/2022, 1.4.6 Cutting And Bending Of Ca-60 Steel, Diameter 5, 1.4.7 Manufacture, Assembly And Disassembly Of Formwork For Baldrame Beam, In Sawn Wood, E=25 Mm, 4 Uses. Af_06/2017, 1.4.8 Concrete Fck = 25Mpa, 3:2, 7 (In Dry Mass Of Cement/Medium Sand/Gravel 1) - Mechanical Preparation With 400 L Concrete Mixer. Af_05/2021, 1.4.9 Launch Using Buckets , Densification And Finishing Of Concrete In Structures. Af_02/2022, 1.4.10 Assembly And Disassembly Of Formwork For Rectangular Pillars And Similar Structures, Simple Straight Leg, 4 Uses. Af_09/2020, 1.4.11 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 8.0 Mm Ca-50 Steel - Assembly. Af_06/2022, 1.4.12 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 5 Ca-60 Steel, 1.4.13 Concrete Fck = 25Mpa, 1.4.14 Launching Using Buckets, 1.4.15 Assembly And Disassembly Of Beam Formwork, Shoring With Wooden Spike, 1.4.16 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 8 Ca-50 Steel, 1.4.17 Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using Ca-50 Steel 60 Of 5, 1.4.18 Concrete Fck = 25Mpa, 1.4.19 Launching Using Buckets, 1.5.1 Assembly And Disassembly Of Solid Slab Formwork, 1.5.2 Shoring Of Slab Formwork In Unprepared Wood, Including Locking, 1.5 .3 Cutting And Bending Of Ca-50 Steel, Diameter 10, 1.5.4 Cutting And Bending Of Ca-25 Steel, Diameter Of 6.3 Mm. Af_06/2022, 1.5.5 Concrete Fck = 30Mpa, 1:2, 5 (In Dry Mass Of Cement/Medium Sand/Gravel 1) - Mechanical Preparation With 400 L Concrete Mixer. Af_05/2021, 1.5.6 Launch Using Buckets , 1.5.7 Galvanized Steel Railing 1.10M High, Tubular Uprights 1.1/2 Spaced 1.20M, Upper Cross Beam 2, Grating Formed By Flat Iron Bars 32X4.8Mm, Fixed With Mechanical Anchor . Af_04/2019_Ps, 1.6.1 Execution Of A Sidewalk (Sidewalk) Or Concrete Floor With Cast-In-Place Concrete, Made On Site, Conventional Finish, Not Reinforced. Af_08/2022, 1.7.1 Execution Of Sidewalk (Sidewalk) Or Concrete Floor With Cast-In-Place Concrete, 1.7.2 Pis