Tenders Are Invited For Road Renovation In Terms Of Road Surface Along District Road No. 4760P On The Święciechowa - Gołanice Section.

1. The Subject Of The Order Is Renovation Of The Road In Terms Of The Road Surface Along The District Road No. 4760P On The Święciechowa - Gołanice Section2. The Investment Is Located In The Greater Poland Voivodeship, In The Leszno District, In The Święciechowa Commune, On The Section Of District Road No. 4760P From The Intersection With District Road No. 4771P In Święciechowa To The Intersection With District Road No. 4759P In Gołanice. 3. List Of Areas:- Area Renovated Road 27,118.0 M2 - Area Renovated Bicycle Path 3,060.0 M2 - Area Fragments Of The Road With The Entire Structure Being Replaced 1,015.0 M2 - Area Bonding Fragments Adjacent To The Replaced Structure 842.0 M2 - Area Of ​​Exits Made Of Min.-Asphalt Mixture: 263.0 M2 - Area Of ​​Exits Made Of Reclaimed Asphalt: 351.0 M2 - Area Of ​​Roadside Additions Made Of Reclaimed Asphalt. 5,471.0 M2 Length Of The Renovated Road 4 Km 260 M Width Of The Renovated Road 6.0 M Length Of The Reinforced Slope 165.0 M4. The Renovation Project Includes Milling The Damaged Asphalt Surface, Creating A New Sub-Base, Improving Slopes, Creating A New Wearing Course Of The Road Surface And Restoring Existing Road Exits And Ditches. The Existing Asphalt Concrete Surfaces In The Area Will Be Demolished. The Demolition Debris Should Be Reused As Material To Replenish Roadsides Along Roadside Ditches And Recreate Aggregate Exits. 5. The Task Also Includes Renovation Of The Existing Roadside Slope. The Existing Slope Has A Variable Height From Approximately 1.0 To 1.6 M. There Is A Road Under Renovation Along The Upper Edge Of The Slope. Over Time, The Top Layer Of Land On The Slope Began To Creep Towards The Ditch. Grasses And Perennials Grow On The Slope. In Order To Protect The Slope Against Further Subsidence, It Is Planned To Strengthen The Embankment With Layers Of Polypropylene Geotextile And Surface Protection With A Thick Spatial Geogrid. 15 Cm. 6. Works May Be Started After Prior Marking And Securing The Works In Accordance With The Regulation Of The Minister Of Infrastructure Of July 3, 2003 On Detailed Technical Conditions For Road Signs And Signals As Well As Road Traffic Safety Devices And Conditions For Their Placement On Roads (Journal Of Laws Of 2003, No. 220, Item 2181, As Amended). All Types Of Works Should Be Carried Out In Accordance With The Technology Requirements And Technical Description.7. Mechanized Equipment May Only Be Operated By A Person Authorized And Designated To Perform A Specific Task. The Area Of ​​Earthworks Should Be Secured Against Access By Unauthorized Persons. 8. Particular Attention Should Be Paid To Works Performed Near Existing Sanitary, Power, Telecommunications Networks, Etc. Works Near The Networks Should Be Carried Out Manually With Particular Caution. 9. The Assumptions For The Renovation Included: • Traffic Category Kr4 • Secondary Ground Deformation Modulus: E2 ≥ 100 Mpa.10. Detailed Data Regarding The Renovated Section Of Road 4760P: Road Structure - Surface R