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1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.1. Mechanically Excavated Pile, Without Stabilizing Fluid, 50Cm In Diameter, Concrete Cast By Concrete Mixer Truck (Excluding Mobilization And Demobilization)., 1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.2. Manual Excavation For Crown Block Or Footing (No Excavation For Placing Formwork). Af_01/2024, 1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.3. Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 12.5 Mm Ca-50 Steel - Assembly. Af_06/2022, 1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.4. Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 6.3 Mm Ca-50 Steel - Assembly. Af_06/2022, 1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.5. Concreting Of Crowning Block Or Baldrame Beam, Fck 30 Mpa, Using A Pump - Laying, Densifying And Finishing. Af_01/2024, 04/16/2026 - 13:46:04, 04/16/2026 - 13:46:05, 1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.6. Manufacture, Assembly And Disassembly Of Formwork For Crowning Block, In Sawn Wood, E25 Mm, 2 Uses. Af_01/2024, 1.1. Containments: Pile Curtain 1.1.1. Street I: Upper Part Of The Hill 1.1.1.7. Lean Concrete For Ballast, Mixture 1:4, 5:4, 5 (In Dry Cement Mass/Medium Sand/Gravel 1) - Mechanical Preparation With 400 L Concrete Mixer. Af_05/2021, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.1. Lean Concrete For Ballast, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.2. Mechanically Excavated Pile, 25Cm In Diameter, Concrete Cast By Concrete Mixer Truck (Excluding Mobilization And Demobilization). Af_01/2020, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.3. Manufacture, Assembly And Disassembly Of Formwork For Running Shoes, In Resin Plywood Sheet, E17 Mm, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.4. Pumpable Machined Concrete, Resistance Class C30, Brita 0 And 1, Slump 100 +/- 20 Mm, With Pumping (Availability Of Pump), Without Launch (Nbr 8953), 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.5. Cutting And Bending Of Ca-50 Steel, Diameter Of 10.0 Mm. Af_06/2022, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.6. Cutting And Bending Of Ca-60 Steel, Diameter 5, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.7. Cutting And Bending Of Ca-50 Steel, Diameter 16, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.1. Foundations 1.2.1.8. Cutting And Bending Of Ca-50 Steel, Diameter 20, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.2. Superstructure 1.2.2.1. Cutting And Bending Of Ca-50 Steel, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.2. Superstructure 1.2.2.2. Cutting And Bending Of Ca-50 Steel, Diameter Of 12.5 Mm. Af_06/2022, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.2. Superstructure 1.2.2.3. Cutting And Bending Of Ca-50 Steel, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.2. Superstructure 1.2.2.4. Pumpable Machined Concrete, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.2. Superstructure 1.2.2.5. Launching With Use Of Pump, Densification And Concrete Finishing In Structures. Af_02/2022, 1.2. Retainers: Reinforced Concrete Retaining Wall 1.2.3. Drain
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