Tenders Are Invited For Reconstruction Of District Road 1566Z Ul. Żeromskiego In Lipiany in Poland

Work Detail

1. The Subject Of The Order (Basic Scope) Is The Reconstruction Of District Road No. 1566Z - Ul. Żeromskiego In Lipiany Voivodeship West Pomeranian Voivodeship, On A Section Of Approx. 870 M. The Investment Includes: 1) Milling To A Depth Of Up To 4 Cm, Along With The Removal Of Reclaimed Bituminous Material For Storage Up To 10 Km To The Place Indicated By The Investor. The Milling Cutter Is The Property Of The Investor.2) Milling To A Depth Of Up To 7 Cm, Along With The Removal Of Reclaimed Bitumen To A Dump Up To 10 Km To The Place Indicated By The Investor. The Cutter Is The Property Of The Investor.3) Dismantling Of The Structure Of Ramps Made Of 9/11 Stone Cubes Covered With Mass 2-3 Cm Thick, Together With Removal To The Contractors Disposal Site.4) Dismantling Of The Structure Of Ramps Of Bituminous Surface 8 Cm Thick (Bituminous Ramps + Cobblestone Threshold)5) Dismantling Of The Base Made Of Crushed Aggregate 20 Cm Thick (Bituminous Ramps + Threshold Of Cubes)6) Removal Of A Layer Of Fertile Soil (Topsoil) Up To 10 Cm Thick And The Removal Of The Excavated Material To The Contractors Dump Site. (Discovering The Edges)7) Earthworks - Excavation For The Designed Construction Layers Related To The Construction Of A Bed With Transport Of The Excavated Material To The Contractors Dump Site. (Egress Bed And Sidewalk)8) Mechanical Profiling And Compaction Of The Subsoil For The Construction Layers Of The Pavement.9) Base Made Of A Mixture Of Unbound, Mechanically Stabilized Aggregates #0/31.5, C90/3, With A Thickness After Compaction Of 20 Cm.10) Subbase Made Of A Mixture Of Unbound, Mechanically Stabilized Aggregates #0/31.5, C90/3, With A Thickness After Compaction Of 15 Cm.11) Surface Made Of Mineral-Bituminous Mixtures Ac 16 W, Kr 3-4 - Leveling Layer In Quantity Avg. 100 Kg/M2 Including Cleaning And Sprinkling Of The Lower Layer. Road Surface.12) Surface Made Of Mineral-Bituminous Mixtures Ac 11 S, Kr3-4, Wearing Course Thickness. After Compacting 4 Cm Along With Cleaning And Sprinkling The Lower Layer. Road Surface.13) Surface Made Of Concrete Cubes, Color 10X20 Cm, Thickness. 8 Cm On A Cement-Sand Ballast Thick. 3 Cm - Surface Of The Slopes14) Regulation Of The Surface Of The Slopes Made Of Jomb Boards15) Surface Of The Slopes Made Of Crushed Aggregate, Thickness 20 Cm16) Surface Made Of Concrete Cubes, Color 10X20 Cm, Thickness. 8 Cm On A Cement-Sand Ballast Thick. 3 Cm - Speed Bump17) Mechanical Cutting And Planing Of The Native Soil Surface Along With Topsoil At The Thickness. Topsoil Layer 10 Cm And Sowing With A Grass Mixture. (Roadside)18) Mechanical Planting Of Slopes With Topsoil At Thickness 10 Cm Topsoil Layer And Sown With Grass Mixture. (Slope Before The Crossing)19) Construction Of Roadsides Made Of Crushed Aggregate, 10 Cm Thick And 0.75 M Wide20) Vertical Adjustment Of Inspection Wells21) Vertical Adjustment Of Street Inlets22) Vertical Adjustment Of Wells For Water And Gas Valves And Hydrants. The Works Covered By The Ba

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