Tenders Are Invited For Reconstruction Of The Road On Plot No. 73, 213, 215, 227 At Km 0+000 - 0+640 In Gniewoszów

1. The Subject Of The Order Is The Implementation Of The Task Reconstruction Of The Road On Plot No. 73, 213, 215, 227 At Km 0+000 - 0+640 In Gniewoszów. 2. Description Of The Technical Condition Of The Facility And Type Of Works: 2.1. The Beginning Of The Reconstruction, I.E. Point 00 - Is The Junction Of The Municipal Road Plot No. 73 - With The Border Of Road Plot No. 80 (Road No. 389). Generally, The Width Of The Road Surface Is: From 2.8 M To 3.2 M (Average 3.0 M). The Road Has Practically No Shoulders, The Side Widenings Of The Road Crown Are Made Of Dirt And Topsoil - With Low Load-Bearing Capacity And Not Everywhere. Temporarily, In Damaged Places, The Surface Was Repaired With Road Aggregates, But It Is Still Rutted And Potholed Due To Its Poor Load-Bearing Capacity And Intensive Vehicle Traffic In Gniewoszów. 2.2. During The Execution Of The Works, Geodetic Supervision Will Be Required, Because In Some Places The Actual Road Route Does Not Coincide With The Boundaries Of The Road Plots. Also, Not Everywhere Will Accommodate Double-Sided Roadsides, Especially Near The Junction Of Plots No. 73 And 213, Where The Width Of The Road Plots Is Approx. 3.7 M, Which Will Allow For The Construction Of A Roadside On Only One Side. It Is Also Not Possible To Make A Drainage Ditch (There Is No Place To Connect It To Other Ditches, Due To The Lack Of Such, And There Are No Other Plots In The Międzylesie Commune Where This Drainage Could Be Made And Connected. Hence, There Is A Need For Surface Drainage Of The Road - For The Majority Of Its Route, By Inclining One-Sided Surface - In Accordance With The Transverse Slope Of The Terrain. 2.3. Only From The Forest Wall To Its End, It Is Recommended To Make Transverse Water Drains In The Surface, Directed Towards The Surface Forest.2.4. The Road Structure Should Be Made By Troughing It To A Depth Of Approx. 55 Cm, Compacting The Bottom Of The Structure To A Minimum Of 0.95 (With Possible Additional Graining), Laying The First Layer Of Crushed Stone With A Diameter Of 25 Cm, Placing A Layer Of Separating Geotextile On It, On Which A Layer Of Road Mixture With A Grain Size Can Be Placed. Continuous 0/63 Mm - With A Thickness Of 20 Cm - With A Compaction Of 1.0. On The Prepared Structural Base, First Lay A Layer Of Binding Asphalt Concrete, 4 Cm Thick, And Then A Layer Of Abrasive Asphalt Concrete, Ac11s. The Entire Road Structure Should Be Sloped Transversely With A Slope Of 1-2%. 376 M (On The Widening Of Road Plot No. 213, At The Height Of The Transverse Plot No. 218 On The Right) - In Front Of The Forest Wall, Make A So-Called Passing Road To Plots No. 216, 379, With An Additional Width Of 3.0 M. 378, 227, 214 (Double), 74 - 15.0 M Long. 2.7. 0.5 M Wide Roadsides Should Be Made According To The Road Construction Drawing: - 420 M Transverse Water Outlet To Be Constructed - 429 M Electrical Box On The Right (Indicative) - 451 M Forest Wall On The Left (Indicative) - 455 M Path With Right (Approximately) - 4