GTR 109546479

Tenders Are Invited For Carrying Out Partial Renovations Of Roads In The Jastków Commune

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
109546479
Tendering Authority
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Tender No
IN.271.3.2026.CT
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Carrying Out Partial Renovations Of Roads In The Jastków Commune
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
12-03-2026 Closed
Work Detail
The Subject Of The Order Is The Performance Of Works Related To The Renovation Of Municipal Roads In The Area And Owned By The Jasków Commune. Scope Of Types Of Individual Renovations: Task 1. The Scope Of Partial Renovation Of The Asphalt Surface (In The Amount Of 1,500 M2) Includes In Particular: - Marking And Securing The Works - Milling The Surface In Places Of Defects To An Average Depth Of 4 Cm, - Cleaning The Damaged Places Along With Removing And Transporting The Excavated Material By Truck For A Distance Of Up To 5 Km, - Sprinkling The Cleaned Substrate And The Edges Of The Defect With Liquefied Asphalt, - Supplementation Defects With Hot Asphalt Mixture Ac 8S With A Layer 5 Cm Thick After Compaction. Task 2. The Scope Of Partial Renovation Of The Reclaimed Asphalt Surface Consisting In Manual Installation Of Mineral-Asphalt Mass In The Amount Of 70 Mg Includes In Particular: - Marking And Securing The Works - Cleaning And Dust Removal Of Damaged Places, - Sprinkling The Defect With Liquefied Asphalt, - Filling And Compaction Of Defects With Hot Mineral-Asphalt Mass Ac 8S. Task 3. The Scope Of Eliminating Breakthroughs In Roads With Asphalt Surface (300 M2) Includes In Particular: - Marking And Securing The Works - Mechanical Cutting Of Joints In The Surface Made Of Mineral-Asphalt Mass (Cutting Depth 4 Cm) And In The Concrete Base (Average Cutting Depth 10 Cm), - Mechanical Demolition Of The Asphalt Surface And Concrete Foundation With A Total Average Thickness Of 15 Cm, - Excavation Of An Average Depth Of 25 Cm; - Construction Of The Foundation From C3/4 Stabilized Soil, 15 Cm Thick; - Execution Of The Upper Layer Of The Foundation From A Dolomite Mixture With A Grain Size Of 0-31.5 Mm And A Thickness Of 15 Cm; - Surface Made Of Ac 8S Hot Mineral-Asphalt Mixture, Thickness Of The Wearing Course After Compaction Is 5 Cm.
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