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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
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