GTR 110736897
Tenders Are Invited For Construction Of Parking Lots In Haczów.
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
110736897
Tendering Authority
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Tender No
IIG.271.6.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of Parking Lots In Haczów.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
08-04-2026
Closed
Work Detail
The Subject Of The Order Is An Investment Task Titled: Construction Of Parking Lots In Haczów Place Of Implementation: Parking Lot At The Volunteer Fire Department In Haczów, Malinówka, And At Psoni - District In Haczów In The Aim Of The Planned Operation Is To Improve Communication Accessibility And Develop Public Space. Characteristics Of The Works: I. Parking Lot Of The Volunteer Fire Department In Haczów 1. Earthworks - 90.00 M32. Natural Aggregate Foundation, Bottom Layer After Compaction, 20 Cm Thick - 200 M2 3. Crushed Aggregate Base, Top Layer After Compaction, 20 Cm Thick - Wearing Course - 200 M2. Surfaces Made Of Mineral And Bituminous Mixtures, 4 Cm Thick - Binding Layer - 200 M2. Surfaces Made Of Mineral And Bituminous Mixtures, 200 M2. For Street Sewage Grates - 1 Pc. 7. Vertical Adjustment Of Manholes For Telephone Manholes - 1 Pc. 8. Surfaces Made Of Mineral-Bituminous Asphalt Mixtures, 4 Cm Thick - Wearing Course - 320 M2 9. Replacement Of The Rainwater Drainage Cover - 1 Pc. Ii. Osp Malinówka - Entrance 1. Crushed Aggregate Foundation - Upper Layer, Thickness. After Compaction - 5 Cm: 55 M2 2. Surfaces Made Of Mineral And Bitumen Mixtures, 4 Cm Thick - Binding Layer - 55 M23. Surfaces Made Of Mineral And Bituminous Mixtures, 3 Cm Thick - Wearing Course - 55 M2 Iii. -101.70 M22. Removal Of Rubble By Car Up To 4 Km: 10.17 M33. Earthworks - 20.34 M34. Grooves For Curbs And Curbs - 10.50 M3. Regular Concrete Footing For Curbs - 16.50 M2 7. Crushed Aggregate Base, Top Layer After Compaction, 4 Cm Thick - Binding Layer, Top Layer, 5 Cm Thick - 143.80 M2 Mineral-Bituminous Asphalt, 3 Cm Thick - Wearing Course - 238.90 M2 11. Regular Concrete Footing For Curbs - 0.38 M312. Concrete Edging On A Sand Base - 12.50 M2. 13. Crushed Aggregate Base, Top Layer After Compaction - 6.60 M214 Made Of Concrete Paving Stones, 6 Cm Thick, On Basalt Ballast - 6.60 M215. Partial Renovation Of Paving Stones: 1.80 M2. The Detailed Scope Of Work Can Be Found In The Bill Of Quantities And The Description Of The Subject Of The Order Attached To The Swz.
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