Tenders Are Invited For Reconstruction Of Municipal Roads Ul. Partyzatów No. 116376D, Ul. Barbara No. 116353 ... in Poland

Work Detail

I. Reconstruction Of Municipal Roads Ul. Partyzatów And Ul. Barbara In Jedlina-Zdrój1. Preparatory, Demolition And Earthworks:1.1. Preparatory Works: Determining The Route And Height Points In The Field.1.2. Demolition Works: • Cold Milling Of Bituminous Surface Thickness. 6÷8 Cm Together With The Costs Of Removal And Disposal Of Reclaimed Asphalt, • Demolition Of Concrete Retainers On A Concrete Footing Along The Street. Partyzatów And Ul. Barbara (Materials Useful For Further Use Will Be Transported To The Indicated Place And Handed Over To The Ordering Party, Remaining Materials Will Be Taken Away From The Construction Site And Disposed Of Together With The Costs Of Transport, Storage And Disposal), • Demolition Of Storm Drains With Manholes Made Of Concrete Rings And Concrete Drains (Materials Useful For Further Use Will Be Transported To The Indicated Place And Handed Over To The Ordering Party, Remaining Materials Will Be Taken Away From The Construction Site And Disposed Of Together With Including The Costs Of Transport, Storage And Disposal). 1.3. Earthworks: • Related To The Construction Of A Roadbed For The Road And Exits Should Be Performed Using Mechanical Equipment And Partly Manually. First Of All, Demolition Works (Trenching) Should Be Carried Out And The Topsoil Should Be Removed, The Troughing Should Be Carried Out To The Appropriate Levels, The Subsoil Should Be Compacted With A Degree Of Compaction Id≥0.67 (For Embanked Soils, The Compaction Index Is≥1.00), Then The Subgrade Should Be Profiled And The Entire Structure Of The Road Surface And Exits Should Be Constructed. The Removal Of Soil Includes The Costs Of Transport To The Landfill And The Costs Of Storage And Disposal, • Related To The Construction Of A Trough For The Construction Of Concrete Sewers And Drive-On Curbs. The Removal Of Soil Includes The Costs Of Transport To The Landfill And The Costs Of Storage And Disposal,2. Substructures, Surfaces And Street Elements:2.1. Road Surface Structure: • Wearing Course Made Of Ac 11S Asphalt Concrete – Thickness. 4 Cm;• Binding Layer Of Ac 16W Asphalt Concrete – Thickness. 8 Cm;• Substructure Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm - Thickness. 20 Cm;• Reinforcing Layer Of Cement-Stabilized Soil Rm=2.5Mpa – Thickness. 20Cm• Filling The Foundation With A Mixture Of 0/31.5Mm - Thickness. 8Cm• Existing Substrate2.2. Slope Surface Structure: • Wearing Course Made Of Ac8s – Thickness 5Cm, • Mechanically Stabilized Crushed Aggregate 0/31.5 Mm - Thickness. 20 Cm, • G1 Substrate 2.3. Roadside Surface Structure: • Mechanically Stabilized Crushed Aggregate 0/31.5 Mm - Thickness. 10 Cm;• G1 Substrate 2.4. Frames/Concrete Elements:• Straight Concrete Curb With Dimensions. 15X30x100 Cm, • Concrete Drive-On Curb, Dimensions. 15X22x100 Cm, • Concrete Edge Dimensions. 8X30x100 Cm, • Concrete Drainage Channel, Dimensions. 60X15x50 Cm,• Granite Cube 9X11cm - Reinforced Roadside,• Concrete Cube 8Cm - Bus Platform2.5. Green Ar

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