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Local Administration Of The Work, Siding With Metallic Tile. Af_03/2024, Complete Water Inlet With Shelter And Drawer Register, Dn= 3/4, Bronze Hydrometer, Diameter Of 25 Mm (1), Electricity Input, Overhead, Three-Phase, With Overhead Box, 12/01/2025 - 07:59:30, Double T Dry Reinforced Concrete Post, Extension Of 11.00 M, Resistance Of 300 Dan, Type B, Laying Of Concrete Post With Nominal Length Of 11 M, Conventional Location Of Work, Using Template Of Pointed Running Boards, Rate Of Mobilization And Demobilization Of Equipment For Execution Of Excavated Piles, Mechanically Excavated Pile, Diameter 30 Cm Up 30T (Excavation), Machined Concrete, Fck = 25 Mpa, Placing And Thickening Of Concrete Or Mass In Foundation, Assembly Of Transverse Reinforcement Of Circular Section Piles Diameter =6, 30Mm. Af 09/2021 Ps, Assembly Of Pile Reinforcement Diameter =12.5Mm Af 09/2021 Ps, Mechanized Excavation For Crowning Block Or Footing With Backhoe Loader, Mechanical Drilling Of Reinforced Concrete Pile, Diameters Of Up To 40 Cm. Af_05/2021, Slim Concrete Ballast, Applied To Crowning Blocks Or Footings. Af_08/2017, Block Frame, Baldrame Beam And Shoe Using 5 Mm Ca-60 Steel - Assembly. Af_06/2017, Baldrame Beam Or Shoe Using 6.3 Mm Ca-50 Steel - Assembly. Af_06/2017, Baldrame Beam Or Shoe Using 10 Mm Ca-50 Steel - Assembly. Af_06/2017, Isolated Footing, Baldrame Beam And Running Footing Using 12.5 Mm Ca-50 Steel, Baldrame Beam And Running Footing Using 16 Mm Ca-50 Steel, Concreting Of Crowning Blocks And Baldrame Beams, Fck 30 Mpa, Using A Pump, Mechanized Excavation For Baldrame Beam With Mini-Excavator, Regularization And Compaction Of Predominantly Sandy Soil Subgrade. Af_11/2019, Ballast With Granular Material, Application In Crowning Blocks, Thickness Of *5 Cm*. Af_08/2017, Manufacture, Assembly And Dismantling Of Formwork For Baldrame Beam, In Sawn Wood, E=25 Mm, Basement Masonry In Concrete Block 14X19x39 Cm Class A, Waterproofing In Waterproof Mortar With Water-Repellent Additive, Waterproofing In Oxidized Asphalt Painting With Solvent Organic, Over Mass, Manual Trench Backfilling, With Vibrating Plate. Af_08/2023, Mechanized Loading Of 1St And 2Nd Category Soil, Transportation Of 1St And 2Nd Category Soil By Truck For Greater Distances, Assembly And Disassembly Of Formwork For Rectangular Pillars And Similar Structures, , Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 5.0 Mm Ca-60 Steel, Frame Of Pillar Or Beam Of Conventional Reinforced Concrete Structure Using 6.3Mm Ca-50 Steel, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 10.0Mm Ca-50 Steel, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Using 12.5Mm Ca-50 Steel, Pillar Or Beam Frame Of Conventional Reinforced Concrete Structure Reinforced Concrete Using 16 Ca-50 Steel, Concreting Pillars, Fck = 30 Mpa, Using A Pump In Building, Assembly And Dismantling Of Beam Formwork, Shoring With Wooden Fork, Simple Right Foot, 3Mm, Pillar Frame Or Beam Of Conventional Reinforced Concrete Structure Using 8 Ca-50 Steel, Concreting Beams And Slabs, Fck=30 Mpa, For Solid Or Ribbed Slabs, Mechanized Surface Regularization And Compaction, Without Normal Proctor Control, Crushed Stone Ballast, Waterproofed Concrete Ballast, Reinforced
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