Bids Are Invited For Hiring A Specialized Company To Execute Asphalt Paving Work, Including The Supply Of Materials, Labor, Necessary Equipment, In The Section Located In The Caravaggio Line Community, Comprising From The Border With The Municipality Of Chapecó To The Municipality Of Cordilheira Alta, With A Total Extension Of Approximate 3,156 Linear Meters, To Be Paid With Financial Resources Arising From Joint Ordinance Sgg/Sef No. 34/2025, Through Special Transfer Scc No. 8213/2025, Included By Financial Counterparty From The Municipality.

Galvanized Sheet Works Plate, Excavation, Loading And Transport Of 1St Category Material - Dmt From 50 To 200 M - Service Path In Primary Coating - With Excavator And 14 M³ Dump Truck, Loading And Transport Of Material Of 1St Category - Dmt From 200 To 400 M - Service Path In Primary Coating - With Excavator And 14 M³ Dump Truck, Loading And Transport Of Material Of 1St Category - Dmt From 400 To 600 M - Service Path In Primary Coating - With Excavator And 14 M³ Dump Truck, Loading And Transport Of Material Of 1St Category - Dmt Of 600 To 800 M - Service Path In Primary Coating - With Excavator And Truck 14 M³ Dumper, 02/24/2026 - 15:22:56, 02/24/2026 - 15:22:57, 02/24/2026 - 15:22:58, Landfill Compaction At 100% Of The Normal Proctor, Landfill Compaction At 100% Of The Intermediate Proctor, Material Spreading With Crawler Tractor. Af_09/2024, Regularization Of The Subgrade - 100% Intermediate Proctor, Construction Of Base And Sub-Base For Paving Dry Macadam, 20 Cm Thick - Exclusive Loading And Transport, Construction Of Base And Sub-Base For Paving Simple Graded Crushed, 15 Cm Thick - Exclusive Loading And Transport, Priming With Asphalt Emulsion, Bonding Paint - Sicro 4011353, Execution Of Pavement With Asphalt Concrete Application, Bearing Layer - Exclusive Cargo And Transport., Transport With 18 M³ Dump Truck, On Paved Urban Road, Additional For Dmt Exceeding 30 Km (Unit: M3xkm)., Emulsion Asphalt For Priming Service, Catinonic Asphalt Emulsion Rr-1C, Mechanized Trench Excavation With Prof. Up To 1.5 M (Average Upstream And Downstream/One Composition Per Section), Backexcavation. (0.26 M3), Width. From 0.8 M To 1.5 M, On 1St Category Soil, In Locations With High Level Of Interference., Manual Backfilling Of Trenches, With Vibrating Plate., Transport With 10 M³ Dump Truck, Additional For Dmt Exceeding 30 Km, Laying Of Concrete Pipe For Rainwater Collection Networks, Diameter Of 600 Mm, Rigid Joint, Installed In Location With High Level Of Interference (Does Not Include Supply)., Reinforced Concrete Pipe For Rainwater, Class Pa-2, With End And Bag Fitting, Nominal Diameter Of 600 Mm, Nominal Diameter Of 800 Mm, Btcc Body 1.50 X 1.50 M - Molded On Site - Landfill Height 1.00 To 2.50 M - Commercial Sand And Crushed Stone, Bstc Mouth D = 0.60 M - Consity 0° - Commercial Sand And Crushed - Straight Wings, 80 M - Shallowness 0° - Commercial Sand And Crushed - Straight Wings, Bttc Mouth D = 1.50 M - Shallowness 0° - Commercial Sand And Crushed - Straight Wings, Curb Or Pre-Molded Concrete Guide, 1 M Length, *30 X 10/12* Cm (H Concrete - Commercial Sand And Gravel, Gutter Collection Box - Ccs 250-60 A - With Concrete Grate - Commercial Sand And Gravel, Gutter Collection Box - Ccs 250-80 A - With Concrete Grate - Commercial Sand And Gravel, Triangular Concrete Gutter - Stc 125-27 - Mechanical Excavation - Commercial Sand And Gravel, Trapezoidal Concrete Gutter - Szc 90-30 - Mechanical Excavation - Commercial Sand And Gravel, Transposition Of Gutter Segments - Tss 170 - Commercial Sand And Gravel, Rapid Type Landfill Water Down - Dar 60-30 - Commercial Sand And Gravel, Tin Strip Painting