The Subject Of The Contract Is A Task Consisting In The Preparation Of Design Documentation, Technical Specifications For The Execution And Acceptance Of Construction Works And The Implementation Of Construction Works Related To The Construction And Reconstruction Of The Road And The Creation Of A Recreation Area. Reconstruction Of Spacerowa Street On A Section Of 3,200 M, Roadway Width 5 M. On A Section Of Approximately 125 M, The Roadway Is Planned To Be Narrowed To 3 M Due To The Width Of The Commune Plot. Variant 1: Road Structure: Bituminous Surface: • Wearing Course Made Of Asphalt Concrete Ac11s, Thickness. 4 Cm, • Binder Layer Made Of Asphalt Concrete Ac16w, Th. 8 Cm, • Base Course Made Of A Mixture Of Unbound Aggregate C50/30 Gr. 25 Cm, • Layer Of Improved Substrate Made Of Unbound Mix With Brc>20% Of Thickness. 20 Cm, Variant 2: Road Structure: Made Of Concrete Cubes: • Wearing Course Made Of I-Shaped Concrete Cubes, Thickness. 8Cm;• Ballast C-P R28≥14 Mpa, Th. 5 Cm; • Base Course Made Of A Mixture Of Unbound Aggregate C50/30 Gr. 25 Cm; • Layer Of Improved Substrate Made Of Unbound Mix With Cbr≥20% Of Thickness. 20Cm; Construction Of A Car Park Next To Family Allotments - 10 Parking Spaces For Passenger Cars - Including One For The Disabled. Area Of About 160 M2 Parking Lot With A Concrete Curb, Dimensions 15X30cm, On A Concrete Footing With A Resistance On A Cement-Sand Bedding. Dimensions Of The Parking Space For Passenger Vehicles: 3M X 5M (9 Positions). The Dimensions Of The Parking Space For Vehicles Of The Disabled Are 3.6M X 5M (One Position). Minimum Requirements For The Car Park Structure: Variant 1: Car Park Structure: Bituminous Surface: • Wearing Course Made Of Asphalt Concrete Ac11s, Thickness. 4 Cm, • Binder Layer Made Of Asphalt Concrete Ac16w, Th. 8 Cm, • Base Course Made Of A Mixture Of Unbound Aggregate C50/30 Gr. 25 Cm, • Layer Of Improved Substrate Made Of Unbound Mix With Brc>20% Of Thickness. 20 Cm, Variant 2: Parking Structure: Pavement Made Of Concrete Cubes: • Wearing Course Made Of I-Shaped Concrete Cubes, Thickness. 8Cm;• Ballast C-P R28≥14 Mpa, Th. 5 Cm; • Base Course Made Of A Mixture Of Unbound Aggregate C50/30 Gr. 25 Cm; • Layer Of Improved Substrate Made Of Unbound Mix With Cbr≥20% Of Thickness. 20 Cm; All Provisions Of The Swz And Attachments Regarding The Subject Of The Contract Should Be Considered Together - Together With All Attached Documents (Comprehensively). The Ordering Party Intends To Allocate Pln 8,341,000.00 Gross For The Execution Of The Order.
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Gmina Bobolice,Bobolice,76-020,Zachodniopomorskie,Pl426 - Koszaliński
Email
zamowieniapubliczne@bobolice.pl
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