Tenders Are Invited For Improving The Technical Condition Of Roads In The Środa Śląska Commune By Installing ... in Poland

Work Detail

The Subject Of The Order Is To Improve The Technical Condition Of Roads In The Środa Śląska Commune By Installing Asphalt Overlays: Task I Ul. Łąkowa In Szczepanów, Task Ii Ul. Sadowa In Szczepanów. Description Of Works To Be Performed: Task I Ul. Łąkowa In The Town Of Szczepanów. The Expected Scope Of Works Assumes The Renovation Of The Existing Degraded Bituminous Surface, With Strengthening Of The Subgrade In Several Places (Approx. 5-10% Of The Surface), By Making An Asphalt Overlay Along The Trace Of The Existing Road, Along With The Construction Of Shoulders And Exits. The Planned Renovation Will Consist In Profiling And Sprinkling The Existing Bituminous Surface (And Stone Aggregate) With A Quick-Disintegrating Cationic Asphalt Emulsion And Laying A 5-6 Cm Thick Ac11s Bitumen Wearing Course Along The Existing Trace. At The Connection With Existing Bituminous Roads, The Road Will Be Cut, Part Of The Surface Will Be Milled And The Height Will Be Adjusted To Their Grade. Existing Sanitary Sewage Manholes And Other Elements Of Technical Infrastructure Will Be Adjusted To The New Road Grade. Aggregate Exits Adjacent To The Renovated Road Will Be Reinforced With A Leveling Layer Of Aggregate And Ac11w Bituminous Mass 5 Cm Thick. A 4-5 Cm Thick Wearing Course Of Ac11s Bituminous Mass Will Be Laid On The Bituminous Slopes. The Renovation Does Not Involve Demolition Works Apart From Milling The Surface And Earthworks To A Depth Greater Than 40 Cm (Reinforcing The Roadsides And Exits). Figures: 1. Length Of The Renovated Road: 258 + 65 Meters,2. Width Of The Renovated Road: 4.00 - 4.20 M3. Area Of ​​Asphalt Overlay: 1420 M24. Exits From The Municipal Road - Approx. 190 M25. Roadside Made Of Mechanically Compacted Aggregate 31.5/64 And 0/31.5, Thickness 40 Cm – Width: Approx. 0.50 M – Approx. 300 M2task Ii Ul. Sadowa In The Town Of Szczepanów. The Expected Scope Of Works Assumes The Renovation Of The Existing Degraded Bituminous Surface, With Strengthening Of The Subgrade In Several Places (Approx. 5-10% Of The Surface), By Making An Asphalt Overlay Along The Trace Of The Existing Road, Along With The Construction Of Shoulders And Exits. The Planned Renovation Will Consist In Profiling And Sprinkling The Existing Bituminous Surface (And Stone Aggregate) With A Quick-Disintegrating Cationic Asphalt Emulsion And Laying A 5-6 Cm Thick Ac11s Bituminous Mass Wearing Course On The Existing Trace (Two Layers Of Asphalt Are Allowed: Ac11w - 3 Cm And Ac11s - 3 Cm). At The Connection With Existing Bituminous Roads, The Road Will Be Cut, Part Of The Surface Will Be Milled And The Height Will Be Adjusted To Their Grade. Existing Sanitary Sewage Manholes And Other Elements Of Technical Infrastructure Will Be Adjusted To The New Road Grade. Aggregate Exits Adjacent To The Renovated Road Will Be Reinforced With A Leveling Layer Of Aggregate And Ac11s Bituminous Mass 5 Cm Thick. A 5 Cm Thick Wearing Course Of Ac11s Bituminous Mass Will Be Laid On The Bituminous Slop

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