Tenders Are Invited For Reconstruction Of The Parking Lot Next To The Łowicz Przedmieście Railway Station Bu ... in Poland

Work Detail

1. The Subject Of The Public Procurement Is The Implementation Of The Investment Entitled: Reconstruction Of The Parking Lot At The Building Of The Łowicz Przedmieście Railway Station, Together With The Reconstruction Of The Rainwater Drainage System And The Construction Of Lighting.2. Scope Of The Planned Investment: 1) Demolition Of The Existing Surface And Sub-Base And Construction Of A New Sub-Base And Surface As Part Of The Entire Task. 2) Construction Of 32 Parking Spaces, Including Two For People With Limited Mobility. 3) Reconstruction Of The Rainwater Drainage System To Improve Surface Drainage. 4) Construction Of Lighting For The Parking Lot In The Form Of Two 8-Meter-High Poles With Four 9-Meter-High Lighting Fixtures. 3. The Project Provides For The Following Surface Structures: 1) Roadway: A) Wearing Course Made Of Behaton Gray Paving Stones, Thickness. 8 Cm; B) Leveling Layer Made Of Cement And Sand Ballast, Thickness. 3 Cm; C) Concrete Layer C15/20 Gr. 20 Cm; D) C3/4 Thick Stabilization Layer. 12 Cm;E) Existing Subfloor.2) Sidewalks:A) Wearing Course Of Holland Type Paving Stones (Gray) For Sidewalk Thickness. 6 Cm; B) Leveling Layer Made Of Cement And Sand Ballast, Thickness. 3 Cm; C) Substructure Made Of Mechanically Stabilized Aggregate C90/3 Gr. 15 Cm; D) Drainage Layer Made Of Road Sand, Thick. 10 Cm; E) Existing Ground3) Slopes: A) Wearing Course Made Of Holland Type Paving Stones (Red) For Slopes Thick. 8 Cm; B) Leveling Layer Made Of Cement And Sand Ballast, Thickness. 3 Cm; C) Substructure Made Of Mechanically Stabilized Aggregate C90/3 Gr. 20 Cm; D) Drainage Layer Made Of Road Sand Gr. 10 Cm; E) Existing Subfloor4) Parking Lots And Road In The Middle Of The Island: A) Wearing Course Made Of Behaton Paving Stones (Gray), Thick. 8 Cm; B) Leveling Layer Made Of Cement And Sand Ballast, Thickness. 3 Cm; C) Substructure Made Of Mechanically Stabilized Aggregate C90/3 0-31.5 Gr. 20 Cm; D) C3/4 Thick Stabilization Layer. 15Cm;E) Existing Subfloor4. Due To The Change In Land Development And The Increase In The Paved Surface Made Of Paving Stones, And The Resulting Increase In The Amount Of Rainwater And Meltwater Necessary To Be Discharged Into The Existing Sewage System. For This Purpose, Two Additional D400 Class Cast Iron Inlets Were Designed, Mounted On A D500 Concrete Well With A Settling Tank And On A Dn 1000 Inspection Well. 5. Additionally, In Order To Illuminate The Rebuilt Area, The Construction Of Two Lighting Poles Is Planned, The Location Of Which Is Shown On The Pzt. Each Pole Should Be Equipped With Two Bgp282 T25 Led120-4S/740 Dw30 Lighting Fixtures With A Power Of 70W, In Accordance With The Photometric Calculations Shown Later In The Project. Fixtures Should Be Mounted At A Height Of 9M;6. Green Areas Indicated In The Pzt (Area 153 M2) Should Be Developed According To The Following Guidelines: 1) Manually Rake Up Rubble And Clean It Of Impurities, 2) Supplement It With Fertile Soil (Humus) And Level It Out; 3) C

Contact Information