1. The Subject Of The Contract Is The Implementation Of The Investment Task Under The Name: Expansion Of The Road Viaduct Over Railway Tracks Along Dp 5613S -Ul. Ul. Wychy In Czerwionka -Zeszczynach. The Investment Will Be Implemented On The Basis Of A Decision Authorizing The Execution Of Construction Works, Issued In Accordance With The Provisions Of The Road Specification - The Act Of 10 April 2003 On Special Rules For The Preparation And Implementation Of Investments In The Field Of Public Roads; 2. The Order In Question Covers The Complete Demolition Of The Existing Viaduct And The Construction Of A New Facility Along With Access; Access To The Facility From The South-West Side Will Get A New Course Due To The Softening Of The Horizontal Arc, The South Will Be Shifted; 3. The Total Length Of The Poviat Road No. 5613S (With The Bridge Object) Covered By The Order Is 266 Meters; In Addition, The Task Documentation Includes: 1) Intersection With The Municipal Road - Ul. Dworcowa And Ul. Mostowa, 2) Public Congress With An Internal Road And A Section Of The Road (Ul. Leszczyńska), 3) Public Congress With An Internal Road, 4) Individual Congress; 4. As Part Of The Order, Construction Works Of The Bridge Industry Will Be Carried Out With The Reconstruction Of The Section Of The Railway Traction Network - Profiling Of The Network, The Road Industry With A Rainwater Sewage System And A Package Of Draining Boxes, The Telecommunications Industry And The Power Industry. 5. Technical And Geometric Parameters Of The Built Viaduct: 1) Theoretical Span 30.6 M; 2) Number Of Spans 1; 3) Structure Width 14.08 M; 4) Total Width 14.18 M; 5) Angle Of Intersection With An Obstacle Of About 78 Degrees; 6) Angle Of Cutting Of The Structure 79 Degrees; 7) Height Of The Railway Rank 5.6 M; 8) Modified Construction T27 Beam Height 1.10 M; 9) The Height Of The Structure (In The Axis Of The Girder) 1.34 M (Plate Min. 0.24 M + Beam 1.1 M); 10) Construction Height Min. 1.34 M; 11) Bales Spacing 0.9 M (1.00 M For Beams At The Dehydration Axis); 12) Road Width 8.6 M (2X3.00 M Road Belts + 2X0.80 M Widening + 2X0.5 M Band); 13) Pavement Width (Without A Curb) 2.00 M; 14) Pavement Width For Service (Without A Curb) 1.80 M) On A Straight Section 2%; 16) Transverse Decrease In The Arc/Road Ramp Max 5%; 17) Transverse Decline On The Pavements 3%; 18) Facility Load Classes: A) In Accordance With Pn-En 1991-2-Ii Class; B) Usable Load Capacity Of The Object: 50 T.6. Location Of The Object: Https://Maps.App.Goo.Gl/Zhypvcujctrvw387. The Detailed Scope Of The Contract And The Terms Of The Implementation Were Specified In The Description Of The Subject Of The Contract And Documentation, Constituting Annex 8 And 10 To Swz. Other Terms Of The Contract Were Specified In The Planned Provisions Of The Public Procurement Agreement, Which Will Be Entered Into The Contract Constituting Annex 5 To Swz.
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