Tenders Are Invited For Renovation Of District Road No. 1105 S Nakło, Section 370M From Dk46 To The Culvert. in Poland

Work Detail

Renovation Of District Road No. 1105 S Nakło, Section 370M From Dk46 To The Culvert. The Subject Of The Order Is The Renovation Of District Road No. 1105 S Nakło, Section 370M From Dk46 To The Culvert, Consisting Of Reconstruction Of The Original Condition Of The Road And Shoulder. Scope Of Work To Be Performed: - Dismantling Of The Bituminous Surface With A Milling Machine. 5 Cm With Transport To The Storage Yard At A Distance Of Up To 2 Km (Crushing And Piling Up Material For Hardening The Roadside) - 1850.00 M2; - Mechanical Dismantling Of The Exit Surface From Concrete Slabs - 120.00 M2; - Mechanical Cutting Of The Inflated Roadside, 10 Cm Thick, With Transport Of Excavated Material At A Distance Of Up To 5 Km With Disposal - 320.00 M;- Mechanical Construction Of A Trough For Structural Layers To A Depth Of 30 Cm With Excavation Transport Up To 5 Km With Disposal - Road Widening 370 X 0.7 M - 259.00 M2;- Mechanical Construction Of A Trough For Structural Layers To A Depth Of 25 Cm With Excavated Material Transport Up To 5 Km With Disposal - Sidewalk Exits - 1175.00 M2; - Concrete Curbs With Dimensions Of 15 X 30 On A Concrete Footing With Resistance - 298.00 M; - Concrete Curb With Dimensions Of 12 X 25 X 100 On A Concrete Footing With Resistance - 300.00 M; - Concrete Curbs With Dimensions Of 15 X 22 On A Concrete Footing With Resistance (Entrance From The Street + Closing The Exit From The Property) - 210.00 M;- Concrete Edging Dimensions 30 X 8 On A Concrete Bench With Resistance - 492.00 M;- Substructure Made Of Crushed Aggregate 31.5/63, Top Layer Thick. After Compaction 15 Cm 370 X 0.6 Road Widening - 222.00 M2;- Base Made Of Mineral And Bituminous Mixture Ac 16 P 35/50 Gr. 8 Cm After Compaction, Road Widening - 222.00 M2; - Substructure Made Of Crushed Aggregate 0/31, Upper Layer Thick. After Compaction 20 Cm - Exits, Sidewalk - 1134.00 M2; - Hardening Of The Roadsides With Reclaimed Asphalt (Material Obtained From Milling The Surface) Thickness. 10 Cm After Compaction - 320.00 M2; - Renovation Of The Ditch With Profiling Of The Bottom And Slopes - 320.00 M; - Strengthening The Bottom And Slopes Of The Ditch With 60 X 40 X 10 Slabs On A Cement And Sand Ballast - 200.00 M2; - Pavement Surface Made Of A Mineral And Bituminous Grit Mixture Ac 11 S Kr 3/4 Gr. After Compacting 5 Cm - 814.00 M2; - Pavement Surface Made Of Mineral And Bituminous Grit Mixture, Binding Layer Ac 11 W Kr 3/4 Thick. After Compacting 5 Cm (Along The Slopes) – 184.00 M2;- Surface Of The Exits Made Of 8 Cm Concrete Paving Stones On Colored Cement And Sand Ballast – 320.00 M2;- Mechanical Cleaning And Spraying Of The Road Surface With Emulsion – 4222.00 M2;- Surface Made Of Grit Mineral And Bituminous Mixtures Binding Layer Ac 16 W Kr 3/4 Gr. After Compacting 6 Cm - 2072.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures, Wearing Course Ac 11 S Kr 3/4 Thick. After Compaction 4 Cm. (Road + Intersections) - 2150.00 M2; Drainage: - Earthworks Carried Out With

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