GTR 113411539

Tenders Are Invited For Construction Of A Parking Lot At The Hospital On Plot 1566/3 In Nowa Sól

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
113411539
Tendering Authority
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Tender No
6411.09.2026.PZD
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Parking Lot At The Hospital On Plot 1566/3 In Nowa Sól
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
08-06-2026 Closed
Work Detail
The Task Called Construction Of A Parking Lot Next To The Hospital On Plot No. 1566/3 In The Town Of Nowa Sól Is Implemented And Financed Within The Budget Of The District Road Administration. 1. Scope Of The Study. This Task Will Include The Construction Of A Parking Lot On Plot No. 1566/3 In Nowa Sól, Including Access Roads. The Scope Of The Investment Includes: Road Works - Marking Out The Route And Height Points; - Dismantling Of The Existing Path And Parking Structure With A Diameter Of Gr. 30 Cm Consisting Of Cubes, Crushed Stone, Stone, Sand, Topsoil Along With The Sub-Base, Edges And Curb, And Transported To The Contractors Landfill. - Excavation And Removal Of Stump Residues (Root Residues), Together With Transporting The Excavated Material To The Contractors Landfill. - Excavations Manually And Transporting The Excavated Material To The Contractors Landfill; - Execution Embankments. - Profiling And Compaction Of The Subgrade. Category Ii-Iv At The Site Of Construction Of The Maneuvering Road And Parking Spaces; - Profiling And Compaction Of The Subgrade At Exits From The Gr. Category Ii-Iv. - Execution Of A Foundation Layer Of 25 Cm Thick Crushed Aggregate, After Compaction On Slopes - Execution Of A Foundation Layer Of Mechanically Stabilized Crushed Aggregate, Thickness. 25 Cm, After Compaction In Places Where The Maneuvering Road Is To Be Constructed - Construction Of A Layer Of Roadsides Made Of Mechanically Stabilized Crushed Aggregate, Thickness. 15Cm;- Surface Made Of Red Concrete Paving Stones. 8 Cm On Cement And Sand Ballast 1:4 Gr. 3 Cm On Slopes; - Planting, Topsoil 10 Cm Thick With Grass. - Planting The Area - Material From Demolition And Excavation, Thickness. Average 50 Cm; - Laying A Concrete Curb 30X15 Cm On A Cement-Sand Ballast. 1:4 Gr. 5 Cm And A Concrete Footing With Resistance Made Of B15 Concrete, Including Arched Curbs; - Laying A Concrete Inrun Curb 22X15 Cm On A Cement-Sand Ballast. 1:4 Gr. 5 Cm And A Concrete Footing With Resistance Made Of B15 Concrete; - Laying A Lowered Concrete Curb On A Cement-Sand Ballast. 1:4 Gr. 5 Cm And A Concrete Footing With Resistance Made Of B15 Concrete.; - Execution Of Protective Pipes On The Existing Utility Networks, Diameter 110 Mm; - Construction Of Protective Pipes On The Designed Utility Networks, Diameter 350 Mm; - Height Correction Of Manhole Covers, Existing Inlets And Valve Boxes Of The Network.
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Tender Documents
Global Tender Document
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  • Publication Document (Tender Document / Tender Notice)
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