Tenders Are Invited For Reconstruction (Modernization) Of The Municipal Road On Plots No. 35, 24/4, 8/2 Located In The Town Of Brzozowiec Lututów Commune.

The Scope Of Works To Be Carried Out Through The Municipal Road Will Consist Of: Reconstruction (Modernization) Of The Road Begins At 0+000 Km To 0+740 Km In The Plain Area, For The Rebuilt Section From Km 0+000 To Km 0+740, The Road Cross -Section Is Designed 3.00 M Wide With 2%Transverse Tilting. On The Section From Km 0+000 To Km 0+740 You Should Make A Trough And In It A Cutting Layer From Sand. 10 Cm, Foundation From A Mixture Of Broken Road Aggregate 0-63 Gr. 15 Cm And Upper Foundation From A Mixture Of Broken Aggregate 0.31.5 Gr 8 Cm Compacted To The 1.0 Indicator In The Amount Of 2220.0 M2. Bilateral Roadside Width 0.60 M With A Transverse Tilt Of 8% Should Be Hardened To Width, 0.35 And 0.25 M From The Road Side With An Optimal Mix Of Broken Aggregate Fraction 0-63 Gr. 15 Cm In An Amount Of 496.0 M2 Compacted To The 1.0 Indicator, And For The Further Width To Form From The Ground Obtained From The Trench Of The Trough And Brought From The Exterminated Excavation To The 0.98 Indicator. The Aggregate Used For The Foundation And Hardening Of The Roadside Should Meet The Requirements Of The Gv Category In Table 6 Pn-En 13285 Standards (High-Strength Magic Rock). On The Arches, A Unilateral Tilt Should Be Formed 7% From The Optimal Mixture Of A Broken Fraction 0-32.5 Compacted To The 1.0 Indicator. During The Entire Length Of The Reconstructed Road, The Surface Width 3.0 M Is Designed As An Abdominal Layer Made Of A Medium-Grain Mineral-Asphalt Mixture Closed Ac11s50/70 For Kr1 5 Cm Thick With An Area Of ​​2236.0 M2. All Material Used For Construction And The Method Of Execution Of Works Should Meet The Requirements Of Polish Standards.