Bids Are Invited For Hiring An Engineering Company To Execute Road Infrastructure Works, Maintenance/Conservation, Paving And Asphalt Resurfacing On Several Streets In The Municipality Of São Leopoldo, In Accordance With The Conditions And Requirements Established With The Technical Specifications Contained In Annex Iv Terms Of Reference.

Full Site Civil Engineer With Additional Charges, General Foreman With Additional Charges, Appointor Or Appropriator With Additional Charges, Work Sign In Galvanized Steel Sheet (3.0M X 1.5M), Topographic Services For Paving And Drainage, 07/11 /2024, Isolation Of Construction Site With Plastic Screen, Removal And Replacement Of Fence, Excavation, Loading, Spreading On The Ground And Transport (Dmt=8Km), Removal With Cutting Of Pavement For Patching And Collection (Dmt=8Km), Milling Of Asphalt Coating , Exc Transp, Transport With 10 M³ Dump Truck, On Paved Urban Road, Dmt 8, 0 Km – Milled Material, Backfill With Sand - (Dmt = 15 Km), Backfill With Dry Macadam, Dmt 20 Km – Dry Macadam, Execution And Compaction Of Base And Or Sub Base For Paving Of Graded Brite, Dmt 20 Km – Graded Brita, Supply And Laying Of Concrete Curb (12X15x30x100cm), Dmt 20 Km – Curb, Realignment Of Curb – Removal And Replacement (Without The Input), Asphalt Pavement Recomposition – Filling With Cbuq Esp=5 Cm With Demolition, Dmt=20 Km – Cbuq, Connection Painting With Rr-2C Emulsion, Priming With Diluted Asphalt Cm30, Asphalt Capping In Cbuq Esp. 2Cm, Asphalt Capping And Resurfacing In Cbuq Esp. 3 Cm With Paver, Capping And Asphalt Resurfacing In Cbuq Esp. 4 Cm With Paver, Capping And Asphalt Resurfacing In Cbuq Esp. 5 Cm With Paver, Floor Cleaning With Mechanical Broom, Mechanical Trench Excavation With Prof. Up To 1.5 M, Mechanical Trench Excavation With Prof. From 1.5 To 3 M, Removal Of Excavated Material (Dmt = 8 Km), Backfilling Of Trenches With Local Material, Backfilling Of Trenches With Gravel - (Dmt = 25 Km), Backfilling Of Trenches With Clay - (Dmt = 15 Km ), Backfilling Of Trenches With Crushed - (Dmt = 20 Km), Rachão Ballast (Dmt = 20 Km), Ballast With Granular Material (Crushed Stone N.1 And Crushed Stone N.2), E = 3 Cm, Dmt 20 Km – Granular Material, Concrete Tube (Simple) For Rainwater Collection Networks, Diameter 300 Mm, Rigid Joint, Diameter 400 Mm, Diameter 600 Mm, Dmt 20 Km – Tubes, Concrete Tube For Rainwater Collection Networks, Diameter 800 Mm, Diameter 1000 Mm, Jei, Diameter 1200 Mm, Diameter 1500 Mm, Manhole Pv 1 (1.00 H ≫ 2.0 M), Manhole Pv 2 (1.50 Coated Simple Lobo, Coated Maximum Efficiency Lobo, Cast Iron Pv Cover Ø 600 Mm - Max Load 12.5, Discontinuous Trench Shoring With Wood, Continuous Metal Shoring, Shielding, Continuous Wood B Shoring, Trench Draining With Motor Pump, Radier In Reinforced Concrete (15 Mpa) E=15Cm, Cradle In Slim Concrete, Building Sewage Connection, Network Dn 150 Mm, Building Collector Dn 100 Mm, L = 4, 0 Meters, Gravel Drain, Pvc Pipe 200 Mm And Geotextile (0.60 Asphalt With White/Red Retroreflective Paint, Road Axis Painting On Asphalt With Yellow Retroreflective Paint, Painting Of Letters And Symbols On Asphalt Pavement, Painting Of Pedestrian Crossing/Thermoplastic Paint, Reflective Tack In Injected Plastic – Bidirectional (1 Every 2M – Usual), Steel Regulatory Plate D = 0.60 M - Type Retroreflective Film