GTR 63594093
Tenders Are Invited For Reconstruction Of The District Road No. 2160P In Żydowo, Ul. Copernicus - Construction Of The Pavement
ICB — International Competitive Bid
Closed
Central Europe
Tender Information
GTR Reference
63594093
Tendering Authority
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Tender No
DT.3921.9.2023
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The District Road No. 2160P In Żydowo, Ul. Copernicus - Construction Of The Pavement
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
04-05-2023
Closed
Work Detail
The Works Include: - Reconstruction Of The District Road No. 2160P In Żydowo, Ul. Kopernika - Pavement Constructionscope Of Works: • Demolition Of The Pavement, Exits Made Of Concrete Tiles, Cubes Or Trylink • Demolition Of The Pavement, Exits Made Of Concrete Tiles, Cubes Or Trylink • Demolition Of 10X25x100 Resistors• Demolition Of The Existing Roadway About The Nave Made Of Mma Around The Inlets And On The Side Drains, 12 Cm Thick, As Well As The Made Approach Bevels • Cutting The Mma Surface • Making A Groove For The Gutter By The Curb. (Along With Demolition Of The Existing Structure)• Execution Of Sidewalks With A Surface Made Of Concrete Cubes, Color: Gray Brick, Thickness. 6Cm• Spacers Of Existing Pavements Made Of Concrete Cubes, Trylinks, Concrete Slabs. Etc.• Execution Of Curbs 15X22x100• Execution Of A 2-Row Curb Gutter From Kb 8 Cm Thick• Execution Of Edgings 8X30x100• Execution Of Exits With A Surface Made Of Concrete Cubes, Graphite Color Behaton, Thickness. 8Cm• Execution Of The Shoulder From Kłsm 0/31.5Mm Thick. 15Cm, Width 1.0M• Reclamation Of Green Areas - Topsoiling With Sowing Of Th. 10Cm• Reconstruction Of The Roadway Structure After The Execution Of Inlets And Side Drains (Subbase Made Of Lean Concrete C6/9, Thickness 20Cm, Concrete Structure With Kłsm 0/31.5Mm, Thickness 20Cm, Concrete Structure Ac16w, Thickness 8Cm) = 9.0M2 - Km 0+050.0• Execution Of New Inlet Chambers• Execution Of Absorptive Wells With Connection Of Side Drains• Execution Of Linear Drainage Eg Aco V-Line 200 D400• Adjustment Of El. Land Utilities • Exchange Of Existing Vertical Marking • Execution Of Profiling Milling Ist. Pavement - 3Cm On Average (According To The Milling Table)• Execution Of Compensatory Soil Ac11w 50/70 According To The Compensation Table = 65.0Mg• Execution Of Binding And Compensatory Soil Ac11w 50/70 Gr 3Cm =3430.0M2=260.0Mg• Execution In - Ac11s 50/70 Gr. 4Cm = 3519.0M2 (Up To Km 0+600.0 - Exit To Plac Obr.)
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