Tenders Are Invited For Modernization Of The Sports Field In Racławiczki - Proceedings Ii

The Subject Of The Order Is The Modernization Of The Sports Field In Racławiczki. The Facility Will Be Used For Training And Football Games. 1. As Part Of The Reconstruction Of The Sports Field, It Is Expected To Replace The Surface With The Pitch Raising By 50 - 65Cm (At The Highest Point 65Cm), Profiling Of Declines And Modernization Of The Existing Drainage And Turf Hydration; • Strengthening Of Western And Northern Slopes; • Profiling Of Entering The Pitch With Concrete Openwork Plates; • Execution Of Reinforced Concrete Foundations Under The Table Results (Assembly Of The Board Is Not Covered By These Proceedings); • Modernization Of The Hydration Of The Pitch; • Installation Of Lighting Lamps; It Is Allowed To Use Luminaires With A Larger Light Stream And Greater Unit Power, However, Provided That The Results Of Photometric Calculations Will Be Presented, Which Will Be Not Worse Than In The Project, As Well As The Summary Power Of The Used Luminaires Than In The Design. It Is Also Allowed To Use Luminaires With A Lower Ik Coefficient, Provided That The Certificate Has A Ball Impact Resistance In Accordance With Din 57710-13 Vde 0710-13. • Modernization Of Elements Constituting The Integrity And Completeness Of The Planned Investment. Attention To The Designed Lifting Of The Pitch Will Be Raised By Shelters For Reserve Players, Gates And One. From The East Pitch. The Condition Of The Works Performed So Far Within The Pitch: • A Layer Of Humus From The Pitch And Slopes; • Most Of The Absorbent Ditches And Herringal Drainage Were Made; • Absorbent Wells Were Replaced Without Connecting To Drainage; • Hydration Installations In The Field Of Pipelines Were Made; • Foundations For Lighting Lamps Were Made; 3. Repair/Completion Of The Works Performed: Drainage: • It Is Allowed To Leave The Existing Absorbent Ditch Around The Pitch, But Its Upper Part And Geotextile Contaminated With Local Native Ground Should Be Cleaned; • After All The Lymph Beating, The Absorbent Ditch Should Be Dried Into The Designed Height (I.E. ~ 14-15Cm Below The Target Surface Of The Pitch), Before Raising The Ditch, The Need To Mount Mat Anti -Erosion On The Slopes In Accordance With The Assumptions Of The Project (Within The Solenoid Valves Of Individual Sections Of The Designed Hydration, It Is Allowed To Reduce The Upper Ditch Height); • Completely Replenish The Aggregate In The Lymph Ditch Within The Lymph Wells, You Should Also Install A Drainage Pipe ∅ 200; • Within The Work Of The Entrance To The Field, The Unrealized Segment The Assumptions Of The Project; • Within The Scoreboard, The Demolition Of The Absorbent Ditch Should Be Provided And Its Re -Implementation After The Foundation; • Fir Surface Drainage Should Be Fully Replaced (Demolition And Re -Execution) Due To Its Pollution And Local Damage; • Made Of Absorbent Wells From Concrete Vertebrae. (Only Concrete Vertebrae Remains); • The Repair Of The Shelters And Seats Damaged During Disassembly As Part Of The