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

Work Detail

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, District 0006 Kolonia Poczesna, Registration Unit 240413_2 Poczesna. The Plot Area Is Fully Fenced. Entrance Gate To The Area From The North, From Ul. Bociania Górka. The Existing Loading Ramp Should Be Renovated And A Place Should Be Prepared For The Future Construction Of A Warehouse For Bulk Materials In The Area Of ​​The Road And Bridge District No. 3 In Poczesna. In Order To Drain The Maneuvering Area, A Section Of The Storm Sewage System Should Be Constructed Consisting Of Fi500 Water Wells With A Settling Tank (1 M) Topped With A Street Inlet Of Min. 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. Floor Structure For The Warehouse Building: - Wearing Course Made 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 - G1 Bulk Soil (E.G. Sandstone) Thick. 210 Cm - Existing Ground Surface. Loading Ramp Structure: - Ac11s Pmb Asphalt Concrete Wearing Course, 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 - Ramp Area - 115 M2 - Length Of The Retaining Wall - 23 M - Area Covered With Topsoil And Grass Mixture - 429 M2. Note: The Offer Valuation Does Not Include The Maneuvering Area, Which Was Removed From The Subject Of The Order. The Bill Of Quantities Takes This Change Into Account.1.A Detailed Description Of The Subject Of The Order, I.E. The Type Of Works To Be Performed Under The Order, Is Specified In The Technical Documentation Constituting

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