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Mobilization And Demobilization Of Work In An Urban Center Or Nearby Region With A Value Above 3,000,000.01, Construction Sign On Canvas Digital Printing P. Sudecap, Type I Office, Type I Sanitary Installation, Type I Deposit And Tooling, Covered Area In 4Mm Fiber Cement Corrugated Tile, Electrical Installation - Office Type I, Electrical Installation - Sanitary Type I, Electrical Installation - Office/Deposit/Cloak Room, Hydraulic Installation - Office Type I And Ii, Hydraulic Installation - Sanitary Type I, Cemig Provisional Standard Type C3, Probable Demand From 23.1 To 27.0Kw (3F+N), Copasa Standard - Metal Cavalte Kit And 3/4 Register, Polyethylene Water Box With Lid 1000 L, Fence With Round Wood Posts, Diameter 11 Cm, Spacing Of 2.5 M, Clear Height Of 1.7 M, Crimped 0, With 5 Strands Of Barbed Wire No. 14 Class 250 - Supply And Installation. Af_05/2020, Gate With Tubes And Steel Screens, 2 Leaves - Lead In Structure - Supply And Installation, Deforestation, Detoc.And Cleaning, Incl.Transp. Up To 50M, Mechanical Excavation Of Trenches With Side Discharge 1.5 M ≪ H ≪= 3.0 M, Loading Material Of Any Nature Onto Truck - Mechanic, Transporting Material Of Any Nature 1St Category On Urban Roads - Section Cutting, Excavation And Mechanized Loading With Excavator In 1St Category Material - Deposit Material, Loading And Unloading Of Material Of Any Nature - Mechanical, Transport Of Material Of Any Nature 2 Km ≪ Dmt ≪= 5 Km, Transport Of Material Of Any Nature Dmt ≫ 5 Km, Spreading Of Material In Bota Fora, Using A 165 Hp Crawler Tractor, Rock Filling With Hand Stone - Including Shipping, Landfill Compacted To 100% Of The Normal Proctor With A Vibratory Roller, Incl.Transp. Up To 50M ¹, Excavation And Mechanized Loading With Excavator In 1St Category Material - Deposit Material, Transport Of Material Of Any Nature Dmt ≪= 1 Km ¹, Landfill Compaction At 100% Of Normal Proctor With Vibratory Roller, Compaction Test - Unworked Samples - Normal Energy - Soils, Sieving Particle Size Test - Soils, Liquidity Limit Test - Soils, Plasticity Limit Test - Soils, Specific Mass Test - In Situ - Sand Bottle Method - Soils, Test Moisture Content - Expedited Alcohol Method - Soils, Preparation Of Samples For Characterization Test - Soils, Mechanical Excavation Of Trenches With Lateral Discharge H ≪= 1.5 M, Discontinuous Shoring Type A (Wood 6 To 10Cm), Concrete For Crib Tubular Network Trace 1:3:6, Including Launch - 3.3, Tubular Network. Ari Plus Rs Cement Concrete Class Pa-1 Dn= 600 Mm, Tub Network. Ari Plus Rs Cement Concrete Class Pa-1 Dn= 800 Mm, Tub Network. Ari Plus Rs Cement Concrete Class Pa-1 Dn= 1000 Mm, Tub Network. Ari Plus Rs Cement Concrete Class Pa-1 Dn= 1200 Mm, Manual Trench Backfill, Compacted Backfill With Vibrating Plate, Type A Passage Box - Sudecap Standard D= 800 Mm, Type A Passage Box - Sudecap Standard D= 1000 Mm, Tubular Network Wing D= 1200 Mm, Collection Box And Water Lowering In Steps, Mechanical Excavation Of Trenches With Side Discharge H ≪= 1.5 M - 4.1.1, Manual Excavation Of Trenches H ≪= 1.5 M, Regularization E Manual Land Compaction, With Socket, Water Drainage With Submersible Pump, Crushed Stone Ballast, Rockfill With Hand Stone
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