Tenders Are Invited For Construction Of A Parking Lot On Plot 79/7 At Ul. Kolegiacka In Kruszwica

Common Procurement Dictionary: Cpv 45223300-9 - Construction Works In The Field Of Parking Lots. Ordering Party: Kruszwica Commune. Completion Date: 7 Months From The Date Of Conclusion Of The Contract. The Subject Of The Order Is The Construction Of An Exit To Plot 79/7 And The Construction Of A Parking Lot At Ul. Kolegiacka In Kruszwica 1. Subject Of The Order: Road Condition Kolegiacka Street (Municipal Road No. 151725C) Has A Road About 7 M Wide In Good Technical Condition. There Are Multi-Family Buildings On The Street In Question, And A Grocery Store Is Located Next To The Planned Parking Lot. Pedestrian Traffic Takes Place On Both Sides Of The Concrete Sidewalks. The Road Is Drained Via Storm Sewage. The Area Intended For The Construction Of The Parking Lot Partially Has A Concrete Surface Used For Parking Vehicles (Scheduled For Demolition) And Is Used As A Green Area. Existing Land Development Within The Designed Facilities: - Sanitary Sewage System, - Rainwater Drainage Network, - Energy Network. Detailed Technical Parameters Of The Designed Facilities. Exit: Public Road Class No. 151725C Ul. Kolegiacka In Kruszwica - A Class G Road, From Which The Exit To Plot No. 81 Was Designed, Category And Nature Of The Exit: Ordinary Exit, Geometric Parameters Of The Exit: Width Of The Exit Road 5.50 M, Rounding Curves With A Radius Of 6.00 M, The Relevant Vehicle Adopted For Designing The Exit - A Passenger Vehicle, At The Exit The Passability Condition Was Met For Passenger Cars, While For Trucks (Vehicle Municipal) - Conditional Passability. Geometric Parameters Of The Parking Lot For Passenger Cars• Width Of Maneuvering Roads 5.00 And 5.50 M,• Parking Perpendicular To The Axis Of The Maneuvering Roads,• Dimensions Of Parking Spaces: 2.50 M X 5.00 M, Spaces For Disabled People Measuring 3.60 M X 5.00 M,• Two Sewage Islands Have Been Designed In The Parking Lot Traffic. Geometric Parameters Of The Access To The Parking Lot. Access To The Parking Lot Has Been Designed To Be 1.50 M Wide From The Side Of The Existing Park Alley And 2.7 M Wide From The Side Of Plot 79/4 - Width Consistent With The Width Of The Surface On The Plot In Question. On The Side Of Plot 79/6, A Renovation Of The Existing Hardening Of The Area Was Planned - Access Width 0.9 M. Geometric Parameters Of The Square (Ground Hardening) Within The Store. A Hardening Of The Area With Dimensions Of Approximately 5.00 M X 10.00 M With A Concrete Block Surface Was Designed In Place Of The Existing Square. Traffic Category And Surface Load• Traffic Load Category Kr1 According To Wr-D-63 Was Adopted. Catalog Of Typical Road Surface Structures Intended For Very Light Traffic And Other Road Elements, Structural System Of The Facility And The Material And Material-Construction Solutions Used. Designed Structures When Selecting The Road Structure, The Subgrade Load Group G4 Was Adopted Due To The Presence Of Lined Soils Directly In The Structure Of The Exit. Structure Of The Exit, Maneuverin