Bids Are Invited For Hiring An Engineering Company To Construction A Full-Time School, Emef Litorâneo - Work Type: School Building - Elementary Education, Model 13 Rooms - Ground Floor - Fnde Standard, In The Litorâneo Neighborhood, Municipality Of São Mateus-Es.

1.1 Supply And Installation Of Workplate With Galvanized Sheet And Wooden Structure., 1.2 Siding With Metallic Tile. Af_03/2024, 1.3 Electricity Input, Overhead, Three-Phase, With Recessed Box, 10 Mm2 Cable And Circuit Breaker, 1.4 Temporary Water And Sewage Connection, 1.5 Conventional Location Of Work, Using Template Of Pointed Running Boards Every 2.00M, 02/12/2026 - 15:10:01, 1.6 Mechanized Cleaning Of Vegetation Layer, Vegetation And Small Trees (Trunk Diameter Less Than, 1.7 Local Administration, 1.8 Location Of Container 2, 30 Sanitary, Complete, Without, 1.10 Rental Of Container 2, For Sanitary, With 4 Basins, 8 Showers, 1 La, 2.1.1 Mechanized Excavation For Crowning Block Or Footing With Backhoe Loader (Including Excavation, 2.1.2.4. Execution Of Pavement With Application Of Asphalt Concrete, Bearing Layer, 2.1.3 Mechanized Excavation For Baldrame Beam Or Running Shoe With Mini-Excavator (Including Esca, 2.1.4 Trench Bottom Preparation With A Width Greater Than Or Equal To 1.5 M And Less Than 2.5 M (Ground Adjustment, 2.1.5 Mechanized Trench Backfilling With Backhoe Loader (Retro Bucket Capacity: 0. 26 M³/Po, 2.2.1 Mechanized Excavation For Crowning Block Or Footing With Backhoe Mechanized Trench Backfilling With Backhoe Loader (Retro Bucket Capacity: 0, 2.3.1 Mechanized Excavation For Capping Block Or Footing With Backhoe Loader (Including Excavation, 2.3.2 Trench Bottom Preparation With A Width Greater Than Or Equal To Retro: 0, 2.4.1 Mechanized Excavation For Capping Block Or Footing With Backhoe (Including Esca, 2.4.4 Trench Bottom Preparation With A Width Greater Than Or Equal To 1, 2.4.5 Mechanized Trench Backfilling With Backhoe Loader (Retro Bucket Capacity: 0, 3.1.1 Mechanically Excavated Pile, Without Stabilizing Fluid, 40Cm In Diameter, Cast Concrete, 3.1.2 Pile Mechanically Excavated, 3.1.3 Mechanically Excavated Pile, 3.1.4 Mechanically Excavated Pile, 3.2.1 Slim Concrete Ballast, Applied To Crowning Blocks Or Footings, Thickness Of 5 Cm Af_0, 3.2.2 Manufacture, Assembly And Dismantling Of Formwork For Crowning Block, In Sawn Wood, E=25, 3.2.3 Block Frame Using 6.3 Mm Ca-50 Steel - Assembly. Af_01/2024, 3.2.4 Block Frame Using 8 Mm Ca-50 Steel - Assembly. Af_01/2024, 3.2.6 Block Frame, Insulated Footing, Baldram Beam And Running Footing Using 12.5 Ca-50 Steel, 3.2.7 Block Frame, Baldram Beam And Running Shoe Using 16 Mm Ca-50 Steel, 3.2.8 Block Frame, Insulated Footing And Running Shoe Using Steel Ca-50 20 Mm - Assembly. Af, 3.2.9 Reinforcement Of Miscellaneous Reinforced Concrete Structures, Except Beams, Pillars, Slabs And Foundations, U, 3.2.10 Concreting Of Crowning Block Or Baldrame Beam, Fck 30 Mpa, Using A Pump - Launching, 3.3.1 Concrete Ballast