Tenders Are Invited For Modernization Of Spokojna Street And Radosna Street In Liszyn in Poland

Work Detail

1. The Subject Of The Order Is The Implementation Of The Task Entitled: Modernization Of Spokojna Street And Radosna Street In Liszyn. 2. The Task Will Include The Reconstruction Of Spokojna Street And Radosna Street In Liszyno, With A Total Length Of 821.00 M. The Scope Of The Contract Includes: 1) Construction Of A Bituminous Surface From A Mineral-Asphalt Mixture; 2) Construction Of Exits And Roadsides; 3) Construction Of Vertical Markings; 4) Preparation Of As-Built Documentation.3.Parameters Of The Designed Road: 1) Traffic Category Kr1, Light Traffic, 2) Road Width 5.0 M, 3) Number Of Roads 1 And Number Of Lanes 2X2.5 M, 4) Design Speed 40 Km/H, 5) Standard Exits, 6) Shoulders 0.75 M Made Of Crushed Aggregate 0/31.5 Mm, Thickness. 20Cm;4.Bituminous Road Surface Structure: 1) Wearing Course Made Of Ac8s Asphalt Concrete, Thickness 3Cm,2) Leveling Layer Of Ac11w Asphalt Concrete, Thickness. 5 Cm,3) Substructure Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized,4) Transverse Inclination On Both Sides 2%; 5. Construction Of The Exit Surface: 1) Substructure Made Of Crushed Aggregate 0/31.5, Mechanically Stabilized, Thickness. 10Cm,2) Layer Of Existing Substrate,3) One-Sided Transverse Slope 1%;6.Rainwater And Meltwater From The Road Will Be Discharged Into Existing Roadside Ditches, Which Will Be Desilted, And Planned Roadside Moguls (Undrainage). Additionally, Water On The Section From Km 0+077 To Km 0+120 Is Discharged To Absorbent Roadsides. Discharge Of The Above-Mentioned Route Water To The Receivers In A Way That Does Not Cause Flooding Of Adjacent Areas And Does Not Reduce The Water Level On The Ground, Especially The Direction And Intensity Of The Above-Mentioned Outflow. Waters. The Solution Complies With The Guidelines Contained In Road Patterns And Standards. Water Runoff:1) 0+000 - 0+077 - Into A Layer Of Crushed Stone On The Roadsides, 20 Cm Thick, Two-Sided Slope,2) 0+077 - 0+120 - The Subgrade On The Width Of The Road And Shoulders Increased To A Thickness Of 40 Cm To Absorb Rainwater,3) 0+120 - 0+380 - Right-Side Slope, Drainage Of Water By A Mogul Septic Tanks,4) 0+380 – 0+560 - (Arch) Left-Side Slope,5) 0+560 – 0+821 - Right-Side Slope, Water Drainage To An Existing Sloping Ditch.7.The Subject Of The Order Must Meet The Technical, Operational And Quality Parameters Specified By The Ordering Party.8.A Detailed Description Of The Subject Of The Order Was Specified In The Documents Attached To The Swz: 1) Design Documentation - Annex No. 1 To The Swz; 2) Designed Provisions Of The Contract (Contract Template) - Annex No. 2 To The Swz.

Contact Information