Tenders Are Invited For Renovation Of The Side Of The District Road Dp 1023S Nowa Wieś, Length 1070 M From P ... in Poland

Work Detail

Renovation Of The Shoulder Of The District Road Dp 1023S Nowa Wieś, Length 1070 M From Property No. 13 To The End Of The Town Of Nowa Wieś. The Subject Of The Order Is The Renovation Of The Roadside Of The District Road Dp 1023S Nowa Wieś, Length 1070 M From The Property No. 13 To The End Of The Town Of Nowa Wieś, Consisting In The Reconstruction Of The Original Condition Of The Roadside. The Facility Is Intended For Pedestrian Traffic. 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 (Material To Be Rebuilt) - 500.00 M2;- Mechanical Dismantling Of The Exit Surface From Concrete Slabs - 90.00 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 - 1070.00 M;- Mechanical Construction Of A Trough For Construction Layers To A Depth Of 30 Cm With Transport Of Excavated Material Up To 5 Km With Disposal - 1070 X 2.3 - 2461.00 M2; - Saw Cutting Of Bituminous Surface - 1090.00 M; - Concrete Curbs With Dimensions Of 15 X 22 On A Concrete Footing With Resistance - 1070.00 M;- Substructure Made Of Crushed Aggregate 31.5/63, Upper Layer Thick. After Compaction 20 Cm 1070 X 2.2 M – 2354.00 M2;- Substructure Made Of Crushed Aggregate 0/31.5, Upper Layer Thick. After Compaction 5 Cm 1070 X 2.2 M - 2354.00 M2; - Hardening Of The Roadsides (Exits Behind The Bituminous Roadside) 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 - 10.00 M; - Strengthening The Bottom And Slopes Of The Ditch With Openwork Slabs 60 X 40 X 10 - 10.00 M2; - Surface Made Of Bituminous And Chipped Mixtures, Wearing Course Ac 11 S Kr 50/70 Kr 3/4 Thickness After Compaction 5 Cm - Road + Reconstruction Of The Surface Near The Sewage Grates - 500.00 M2; - Mechanical Cleaning And Sprinkling Of Emulsion On The Road Surface - 4887.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures, Binding Layer Ac 16 W Kr 3/4 Thickness. After Compacting 5 Cm - 2247.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures, Wearing Course Ac 11 S Kr 3/4 Thick. After Compacting 4 Cm - 2140.00 M2; Drainage: - Earthworks Carried Out With Excavators With Excavation Transport Up To 2 Km With Disposal - 250.00 M3; - Drainage From Rigid Pehd Pipes With A Diameter Of 250 Mm In Dry Soil Wrapped In Geotextile And Backfilled With Washed Gravel Fraction 10/30 Mm. Telescopic Drainage Well With A Diameter Of 500 Mm With A Cast Iron Manhole - 20 Pcs. The Inclusion Of Sewage Wells Should Be Taken Into Account - 1050.00 M; - Construction Of An Embankment From G1 Transported Soil (Purchase Of Material) - 225.00 M3; - Dismantling Of Culverts Under The Exits Made Of Concrete Pipes - 22.00 M; - Inspection Well With Concrete Rings Up To 2 M Deep With A Diameter Of 1000 Mm With A Well Cover An

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