Tenders Are Invited For Reconstruction Of The Municipal Road No. 100042D On The Dankowice-Bukwica Section, Żukowice Commune

The Subject Of The Contract Is The Reconstruction Of The Existing Municipal Road No. 100042 D Leading From Bukwica To Dankowice In The Scope Of Reconstruction Of The Roadway, Exits And Shoulders. Drainage Will Be Ensured By Draining Rainwater To Biologically Active Areas. In Addition, As Part Of The Investment, It Is Planned To Replace Damaged Road Signs And Install New Ones Limiting The Speed (According To The Approval Of The Staroste Of Głogów). The Investment Involves The Reconstruction Of The Road Divided Into Two Stages: Roadway With An Asphalt Surface, 733 M Long, Widened To 5.5 M, With Exits Of The Following Construction: - Wearing Course Of Asphalt Concrete Ac 0/11.0 Gr. 4 Cm, - Binder Layer Of Asphalt Concrete Ac 0/16.0 Gr. 8 Cm, - A Layer Of The Basic Foundation Made Of Natural Broken Stone Aggregate With A Fraction Of 0/31.5 Gr. 20 Cm, - Soil Stabilization Layer With Cement R=1.5-2.5 Mpa, Thickness 20 Cm, - Shoulders 0.75 M Wide, Structure: - Layer Of Crushed Stone Wedged With Gravel, Thickness 10 Cm In The Riverbed. Water Rainwater Will Be Discharged Into The Existing Green Area And Roadside Ditches Through The Use Of Appropriate Longitudinal And Transverse Slopes, Which Should Be Cleaned And Profiled, And Replacement And Repair Of Culverts Should Be Taken Into Account In Accordance With The Design. As Part Of The Reconstruction Of The Road Section In Question, Tree Felling Is Planned. Protective Pipes Fi 40 Should Be Laid On The Existing Telecommunications Cables In Accordance With The Guidelines And The Design. The Investment Does Not Involve The Construction Of A Service Duct At This Stage. Stage Ii (Plot No. 38, Dankowice Precinct) Assumes The Construction Of: 5.5 M With The Following Structure: - Wearing Course Of Asphalt Concrete Ac 0/11.0 Gr. 4 Cm, - Binder Layer Of Asphalt Concrete Ac 0/16.0 Gr. 8 Cm, - A Layer Of The Basic Foundation Made Of Natural Broken Stone Aggregate With A Fraction Of 0/31.5 Gr. 20 Cm, - A Layer Of Soil Stabilization With Cement With Delivery R=1.5-2.5 Mpa, Thickness 20 Cm, - Exits With A Surface Made Of Concrete Cobblestones In Red, 8 Cm Thick, - A Layer Of Cement-Sand Bedding 1:4 Thickness . 3 Cm, - A Layer Of The Basic Foundation Made Of Natural Broken Stone Aggregate With A Fraction Of 0/31.5 Gr. 20 Cm, Framed With A Drive-On Curb On A Cement-Sand Bedding 1:4 Gr. 5 Cm And A Concrete Footing With A C16/20 Resistance And Resistors On The Sides Of The Exits On A Cement-Sand Bedding 1:4 Gr. 5 Cm Without Resistance. At The Exit To The Internal Road, It Is Planned To Lay A Curb 15 X 22 Cm Lowered By 2 Cm On A Cement-Sand Bedding With Filling The Joints With Cement Mortar, Thickness. 5 Cm And A Concrete Footing With A Resistance Made Of Concrete C16 / 20; - Shoulders Made Of Crushed Stone Wedged With Sand, 0.75 M Wide, Gr. 10 Cm In The Riverbed. Rainwater, Through The Use Of Appropriate Longitudinal And Transverse Slopes, Will Be Discharged Into The Existing Green Area And Roadside Ditches, Which Should Be Cleaned And Profiled. Two-Piece Protective Pipes Should Be Laid On The Existing Telecommunications Cables. The Investment Does Not Assume The Construction Of A Service Duct At This Stage. Note: Before Submitting The Offer, The Contractor Is Obliged To Familiarize Himself With The Scope Of Works On Site.