Tenders Are Invited For Reconstruction Of The Storm Sewage System At Ul. Górzysta To Ul. Wichrowa In Strzelin

The Scope Of The Order Includes The Renovation Of Ul. Górzysta Along With The Construction Of A Storm Sewage System, Among Others. Through: Rain Canal From The S21-S24 Well: - Measurement Works For Linear Earthworks - 0.075 Km; - Milling Of Bituminous Surface With Removal Of Demolition Material - 155.4 M2; - Construction Of A Narrow-Space Excavation With A Bottom Width Of Up To 1.5 M And A Depth Of Up To 2 M, 50% Of The Excavation Should Be Taken In Rocky Soil; - Subsoil For Channels And Objects Made Of Loose Materials With A Thickness Of 10 Cm;- Channels Made Of Pvc Pipes;- Concrete Street Drains With A Diameter Of 500 Mm With A Sedimentation Tank Without A Siphon - 2 Pcs; - Excavations For Inlet And Inspection Wells Should Be Assumed To Be 50% Of The Excavation In Rocky Soil; - Inspection Wells Made Of Concrete Rings With A Diameter Of 1000 Mm - 3 Pcs.;- Backfilling Of Linear Trenches With Vertical Walls Along With Compaction;- Soil Removal - 60.46 M3; Renovation Of The Canal In Górzysta Street From Ul. Zielna To Ul. Źródlana - Measurement Works For Linear Earthworks - 0.108 Km; - Milling Of Bituminous Surface With Removal Of Demolition Material - 399.60 M2; - Dismantling Of Inspection Wells, Manholes, Stoneware Pipeline; - Demolition Of Curbs And Sidewalk Surfaces; - Construction Of A Narrow-Space Excavation With A Bottom Width Of Up To 1.5 M And A Depth Of Up To 2M;- Channels Made Of Pvc Pipes;- Installation Of Concrete Sewage Chambers With A Diameter Of 500 Mm – 3 Pcs.;- Installation Of Inspection Chambers Made Of Concrete Rings With A Diameter Of 1000 Mm - 5 Pcs.;- Backfilling Of Linear Trenches With Vertical Walls Along With Compaction;- Installation Of Concrete Curbs With Dimensions 15X22 Cm On A Cement-Sand Ballast - 84.0 M; - Making A Base Of Crushed Aggregate; - Making A Surface Of Paving Stones, Thickness. 8 Cm – 178.0 M2;-- Construction Of The Surface From Mineral-Bituminous Mixtures, Binding Layer 115.09 M2 And Wearing Layer 555.00 M2;- Removal Of Rubble And Soil.