1. The Subject Of The Contract Is The Implementation Of The Investment Task Entitled Construction Of The Z-7 Ditch Culvert On Pomoca Street In Zielonka Village For Execution, Which The Contracting Authority Has Decision No. 1482/2022 Of November 29, 2022 (Ab.6740.1748.2022.Is) Approving The Plot Development Project As Well As An Architectural And Construction Project And Granting Building Permits. 2. The Subject Of The Contract Includes The Construction Of A Culvert On Ditch Z-7 Along Ul. Pusto In The Village Of Zielonka. The Culvert Is Located About Km 4+700 Ditch And Is Designed Taking Into Account The Future Load From Vehicle Traffic. 3. General Data And Construction And Material Solutions: Total Length: L = 14.10M; 1) Decrease: I = 0.5%; 2) Culvert Structure: Susceptible To Hcpa-18 Corrugated Steel Or Equivalent, Erected Directly On The Aggregate Foundation. The Structure In The Cross-Section Has A Curvilinear Irregular Arc Shape; 3) The Maximum Dimensions Of The Cross-Section (Bxh) Is 2.161 M X 1.620 M; 4) The Carring System: The Carrying System Is A Pipe Made Of Corrugated Sheet Metal Hcpa-18 Or Equivalent. Connections Of Individual Sections Of The Pipes By Means Of System Connectors 1. Make The Ends Of The Structure As Cut, Tailored To The Designed Slope Inclination Of 1: 1 And Angle Of The Diagonal; 5) Horizontal Light: 2.161 M; 6) Vertical Light: 1.62 M-0.1 M (Designed Mutual); 7) Load Class: B According To Pn-En 1991-2: 2007. The Facility Was Designed For Class And Movable Burden In Accordance With The Regulation Of The Minister Of Transport And Maritime Economy On The Technical Conditions To Be Met By Road Engineering Facilities And Their Location. The Recipient Was Designed For The Mlc Class For The Following Cases Of Vehicle Traffic Around The Facility: - In One -Way Traffic Column Of Wheeled Vehicles: Class 150, - In One -Way Traffic. Gąsienicowe: Class 150, - In A Two -Way Movement Column Of Wheeled Vehicles: Class 12, - In Two -Way Traffic Column Of Tracked Vehicles: Class 16; 8) Inlet / Outlet: Embankment Slope From The Outlet And Inlet (Inclined In Accordance With The Documentation) Will Be Strengthened / Tinted With A Stone Square Cube Or A Natural Stone On The Concrete. C12/15 O Gr. 10 Cm In Width And Height According To The Drawings. The Strengthening Should Be Based On The C30/37 Concrete Resistance With Reinforced Bst500s Steel; 9) Foundation: Direct Foundation On A Crushed Foundation. The Dimensions Of The Foundations Are Given In The Drawing Documentation. Check The Ground Conditions Before Making The Foundation. In The Event Of A Level Of Foundation Of Non -Bearing Land, They Should Be Replaced With A Load Ground. The Bottom Of The Excavation Should Be Picked Up By The Construction Manager By An Entry In The Construction Log. The Bottom Of The Excavation For The Foundation Of The Culvert Should Be Protected Against Rainwater. Foundation Works Should Be Carried Out At Low Water. If It Is Necessary To Excavate In Protectio
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