Tenders Are Invited For Hardening Of The Square In The Road And Bridge District No. 3 In Poczesna.

Hardening The Square In The Area Of ​​The Road And Bridge Circuit No. 3 In Poczesna. The Subject Of This Task Is Hardening The Square In The Area Of ​​The Road And Bridge Circuit No. 3 In Poczesna. The Facility In Question Should Be Constructed In Poczesna, Ul. Bociana Górka 19, 42-262 Poczesna On Plots Marked In The Land Register Under Numbers 139/4, 138/6 And 137/6, Precinct 0006 Kolonia Poczesna, Registration Unit 240413_2 Poczesna. The Plot Area Is Fully Fenced. Entrance Gate To The Area From The North, From Ul. Stork Hill. The Maneuvering Area In The Road And Bridge District No. 3 In Poczesna Should Be Hardened, Along With The Renovation Of The Existing Loading Ramp And Preparation Of A Place For The Future Construction Of A Bulk Materials Warehouse. In Order To Drain The Maneuvering Area, A Section Of The Storm Sewage System Should Be Constructed, Consisting Of Fi500 Water Wells With A Sedimentation Tank (1 M) Topped With A Street Inlet Of Min. Class D400, Sewers Fi200 And Fi250 Made Of Solid Pvc Sdr 34 Sn16, Collecting Well Fi1500 And Drain Fi315 Made Of Solid Pvc Sdr 34 Sn16. Terminate Sewage Wells With A Cast Iron Manhole Dn 600, Class Min. D400. Renovation Of The Existing Ramp Includes The Implementation Of New Structural Layers Of The Surface And The Construction Of A New Retaining Wall Separating The Ramp From The Maneuvering Area. The Retaining Wall Should Be Built In Accordance With The Guidelines Of The Wall Manufacturer. Technical Parameters Of The Maneuvering Area: - Traffic Category - Kr4 - Load Capacity - 11.5T/Axle (115Kn/Axle) Floor Structure For The Warehouse Building: - Concrete Wearing Course Asphalt Ac11s Pmb Thick. 4 Cm - Binding Layer Of Ac16w Pmb Asphalt Concrete, Thickness. 6 Cm - Base Layer Of Asphalt Concrete Ac22p 50/70 Gr. 10 Cm - Layer Of Basic Foundation Made Of A Mixture Of Crushed Aggregate 0/63 Mm C90/3 Gr. 20 Cm - Auxiliary Foundation Layer Made Of Soil Stabilized With A Hydraulic Binder C3/4≤6Mpa Thick. 15 Cm - G1 Bulk Soil (E.G. Sandstone) Thick. 210 Cm - Existing Subsoil Construction Of The Maneuvering Area And Loading Ramp: - Wearing Course Of Ac11s Pmb Asphalt Concrete, Thickness. 4 Cm - Binding Layer Of Ac16w Pmb Asphalt Concrete, Thickness. 6 Cm - Base Layer Of Asphalt Concrete Ac22p 50/70 Gr. 10 Cm - Layer Of Basic Foundation Made Of A Mixture Of Crushed Aggregate 0/63 Mm C90/3 Gr. 20 Cm - Auxiliary Foundation Layer Made Of Soil Stabilized With A Hydraulic Binder C3/4≤6Mpa Thick. 15 Cm - Existing Subsoil. Structure Of Biologically Active Areas: - Layer Of Topsoil Thick. 5 Cm Sown With A Grass Mixture - Profiled And Compacted Substrate / Existing Soil. List Of Lengths And Areas: - Floor Area For The Warehouse - 723 M2 - Area Of ​​The Maneuvering Area - 1,515 M2 - Ramp Area - 115 M2 - Length Of The Retaining Wall - 23 M - Area Covered With Topsoil And Sown With Grass Mixture - 429 M21. A Detailed Description Of The Subject Of The Order, I.E. The Type Of Works To Be Performed Under The Order, Is Specifi