Tenders Are Invited For Reconstruction Of The Road In Kierzenko No. G859551p in Poland

Work Detail

The Subject Of The Task Is The Implementation Of The Task Titled: Reconstruction Of The Road In The Town Of Kierzenko No. G859551p. The Subject Of The Construction Project Is The Reconstruction Of The Road No. G859551p In The Town Of Kierzenko On A 640M Long Section. The Scope Of Works Includes Leveling And Widening The Existing Foundation And Laying Two 4.0 M Wide Bituminous Layers Of The Road. In Addition, The Task Also Includes The Construction Of A Double-Sided Roadside Made Of Crushed Aggregate With A Width Of 2X0.50 M, The Construction Of Exits To Plots With A Surface Made Of Crushed Aggregate And The Reconstruction Of Existing Roadside Ditches And The Cutting Down Of Trees Colliding With The Planned Road In The Road Area Of The Municipal Road. The Scope Of Work Was Specified In The Technical Documentation, Including: A) Measurement And Preparatory Works, B) Felling Of Trees And Shrubs, C) Earthworks, D) Construction Of The Foundation From Soil Stabilized With Cement 2.5 Mpa, Layer Thick. 15 Cm, E) Construction Of The Subbase Of Crushed Aggregate 0/63 Mm, Class C90/3 - Layer With A Thickness Of 20 Cm After Compaction, F) Construction Of The Surface Of Crushed Stone - Upper Layer Of Kłsm 0/31.5 Mm C90/3 - Thickness After Compaction Of 5-12 Cm, G) Mechanical Profiling And Compaction Of The Subgrade For The Structural Layers Of The Surface In Thickness. Category I-Iv, H) Mechanical Cleaning And Cold Sprinkling Of Asphalt Emulsion Of The Subgrade Or Concrete/Bituminous Surface; Emulsion Consumption 0.5 Kg/M2,I) On The Existing Crushed Stone Base, Construction Of A Road Structure Consisting Of The Following Layers: 1) 4Cm Thick Wearing Course Of Ac 8 S 50/70 Asphalt Concrete According To Pn-En 13108-1 And Wt-2 Asphalt Surfaces,2) 4Cm Thick Binding Layer Of Ac 11 W Asphalt Concrete 50/70 According To Pn-En 13108-1 And Wt-2 Asphalt Surfaces, 3) Leveling Layer Of The Base 0-8 Cm Thick Made Of An Unbound Mixture 0/31.5 Mm Class C90/3 Mechanically Stabilized According To Pn-En-13285 And Wt-4 -2014 Unbound Mixtures For National Roads, 4) Existing Crushed Stone Base With Variable Thickness And Width.J) On The Widening And Cutting, A Road Structure Should Be Made Consisting Of The Following Layers: 1) 4 Cm Thick Wearing Course Made Of Ac 8 S 50/70 Asphalt Concrete According To Pn-En 13108-1 And Wt-2 Asphalt Surfaces, 2) 4 Cm Thick Binding Layer Made Of Ac 11 W 50/70 Asphalt Concrete According To Pn-En 13108-1 And Wt-2 Asphalt Surfaces, 3) 18 Cm Thick Base Layer Made Of Unbound Mixture 0/63 Mm Class C90/3, Mechanically Stabilized According To Pn-En-13285 And Wt-4 -2014 Unbound Mixtures For National Roads, 4) Layer Of Reinforced Base With C1.5/2.0 Cement-Stabilized Soil With A Thickness 10 Cm. 5) Soil Subgrade Compacted To The Compaction Index Is = 1.00. K) Construction Of Ditches, L) Construction Of Dirt Roadsides, M) Tidying Up The Construction Site, N) Preparation Of Post-Construction Geodetic Inventory (Map Accepted Into The State Geodetic And Cartogr

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