Bids Are Invited For Hiring A Company To Carry Out The Construction Project For The Asphalt Paving And Drainage Work On Estrada Geral Fazenda De Fora (Rodovia Mayor João Brasil De Azevedo/Avenida Sorocaba), Locality Of Fazenda De Fora, Biguaçu/Sc, Including Supply Of Material And Labor, In Accordance With The Conditions And Requirements Established In This Instrument, In Accordance With The Conditions, Quantities, Requirements And Estimates Established In The Terms Of Reference And Its Annexes.

1. Preliminary Services 1.1. Work Board 1.1.1. Supply And Installation Of Construction Plate With Galvanized Sheet And Wooden Structure. Af_03/2022_Ps, 1.2. Mobilization And Demobilization 1.2.1. Mobilization And Demobilization, 1.3. Local Administration 1.3.1. Full Site Civil Engineer With Additional Charges, 1.3.2. Surveyor With Additional Charges, 1.3.3. Laboratory Technician With Additional Charges, 02/27/2026 - 16:36:04, 02/27/2026 - 16:36:33, 02/27/2026 - 16:37:03, 02/27/2026 - 16:37:33, 02/27/2026 - 16:38:17, 2 Earthworks 2.1 Cleaning And Widening - Widening 1.00M Each Side - Excavation E=30Cm Dmt=1Km D=1. 3 2.1.1 Mechanized Cleaning Of Vegetation Layer, Vegetation And Small Trees (Trunk Diameter Less Than 0.20 M), With A Tracked Tractor. Af_03/2024, 2.1.2 Loading, Maneuvering And Unloading Aggregates Or Soil In A 10 M³ Dump Truck - Loading With A 1.56 M³ Excavator (Excluded) And Free Unloading, 2.1.3 Transport With A 10 M³ Dump Truck - Paved Highway, 2.2 Cutting Execution, Backfilling And Compaction - Dmt=11Km E=1, 25 D=1, 40 2.2.1 Excavation, Loading And Transportation Of 1St Category Material - Dmt From 1,000 To 1,200 M - Service Path In Natural Bed - With Excavator And 14 M³ Dump Truck, 2.2.2 Reinforcement Of The Subgrade With Deposit Material - 100% Intermediate Proctor, 2.2.3 Landfill Compaction At 100% Of Normal Proctor, 2.2.4 Transport With 10 M³ Dump Truck - Paved Highway, 3 Storm Drainage 3.1 Galleries And Wings 3.1.1 Mechanized Trench Excavation With Prof. Up To 1.5 M (Average Upstream And Downstream/One Composition Per Section), Excavator (0.8 M3), Width. From 1.5 M To 2.5 M, On 1St Category Soil, In Locations With A High Level Of Interference. Af_09/2024, 3.1.2 Ballast With Granular Material (Crushed Stone N.1 And Crushed Stone N.2), Applied On Floors Or Slabs On Ground, Thickness Of *10 Cm*. Af_01/2024, 3.1.3 Concrete Pipe For Rainwater Collection Networks, 600 Mm Diameter, Rigid Joint, Installed In A Location With Low Level Of Interference - Supply And Installation. Af_03/2024, 3.1.4 Rectangular Hydraulic Buried Box In Masonry With Solid Ceramic Bricks, Internal Dimensions: 0.4X0.4 M For Sewage Network. Af_12/2020, 3.1.5 Opening For Simple Tubular Manhole D = 60 Cm In Concrete, Wings With 0° Condensity, Including Formwork And Materials. Af_07/2021, 3.1.6 Mechanized Trench Backfilling With Hydraulic Excavator (Bucket Capacity: 0.8 M³/Power: 111 Hp), Width 1.5 To 2, Depth 1.5 To 3.0 M, With Soil (Without Replacement) Of 1St Category, With Percussion Soil Compactor. Af_08/2023, 3.1.7 Transport With 14 M³ Dump Truck, On Paved Urban Road, Dmt Up To 30 Km (Unit: M3xkm). Af_07/2020, 4 Flexible Asphalt Paving In Asphalt Concrete 4.1 Acquisition And Transport Of Bituminous Material - Consumption Eai=1, 1Lm² Rr-2C=0, 48L/M² - Dmt (Repair X Plant) 285Km 4.1.1 Asphalt Emulsion For Priming, 4.1.2 Asphalt Emulsion Rr-2C, 4.1.3 Asphalt Cement Cap 50-70, 4.1.4 Transport With Tank Truck For Transporting Asphalt Material Of 20000 L, Dmt Up To 30Km (Unit: Txkm). Af_07/2020, 4.1.5 Transport With 30,000 L Asphalt Material Transport Tank Truck, Additional For Dmt Exceeding 30 Km (Unit: Txkm). Af_07/2020, 4.2 Asphalt Paving - Ms=20Cm D=1, 70T/M³ - Bgs=15Cm D=1, 70T/M³ - Cbuq=5, 00Cm Content=5, 6% D=2, 40T/M³ - Dmt=11Km - E=30% 4.2.1 Regularization E Predomin Soil Subgrade Compaction