Tenders Are Invited For Maintenance Of Municipal Roads In 2026

1. The Subject Of The Order Is: 1) Filling Defects In Bituminous Surfaces Of Municipal Roads In The Ozimek Commune And District Roads In The City, Along With Accompanying Works. Filling The Gaps With Hot Mineral-Bituminous Mass: A) Estimated Number Of Works To Be Performed: 150 M2 (With An Average Depth Of 5 Cm), B) Estimated Number Of Works To Be Performed: 50 M2 (With An Average Depth Of 10 Cm), Estimated Volume Of Works Per Year Is 200 M2. Estimated Number Of Orders 5 Times, Optional Size Of Additional Works Is 100 M2.2) Filling Gaps In Gravel Roads And Caving (Densification) Of The Above-Mentioned. Roads. The Goal Is To Obtain An Even Surface Of Gravel Roads, Thus Improving Its Functional Function By Removing All Road Surface Defects With A Depth Of 2-10 Cm On Dirt Roads, In Places Indicated By The Investor. The Number Of Losses In The Surface Ratio Is Approximately 25% To The Surface Of The Entire Road, - Estimated Volume Of Works Per Year 2,500 M2, Optional Volume Of Additional Works Is 1,250 M2.3) Carrying Out Works Related To Leveling And Rolling Of Gravel Roads In The Ozimek Commune Together With The Operator. The Scope Of Work Includes Surface Preparation, Surface Leveling And Compaction Using Appropriate Machines, Which Is Aimed At Improving The Condition Of Roads, Increasing Their Durability And Safety For Users. The Works Will Be Carried Out In Accordance With Applicable Standards And Guidelines, Ensuring Long-Term Effects And Comfort Of Road Use By Residents. - The Estimated Volume Of Works Per Year Is 1,000 M2, The Optional Volume Of Additional Works Is 500 M2.4) Construction Works Consisting Of Drainage And Foundation Of Dirt (Gravel) Roads In The Ozimek Commune, In The Scope Of Municipal Dirt Roads, On Sections Indicated Each Time By The Ordering Party. The Scope Of The Order Includes The Following Works: A) Ditching Of The Existing Surface Of The Dirt Road To A Depth Of Approx. 25 Cm. B) Preparation Of The Soil Subgrade: - Cleaning And Compacting The Subgrade After Trenching, Ensuring A Stable Arrangement Of The Subgrade. Basalt Fractions 0–63 Mm, Corresponding To The C90/3 Mixture, - Upper Layer 10 Cm (After Compaction) - Crushed Granite Or Basalt Aggregate, Fractions 0–31.5 Mm, Corresponding To The C90/3 Mixture, - The Foundation Layers Should Be Made And Profiled In A Way That Ensures A Stable Base And Enables The Subsequent Installation Of A Leveling Layer And Asphalt Surface Without Interfering With The Existing Structure. D) Compacting Both Layers Of Aggregate With A Road Roller.E) Grading And Profiling The Road To Obtain The Proper Course Of The Gradeline And Transverse Slopes.F) Making Transverse Slopes Of The Road With An Average Value Of 2%.G) Leveling The Roadsides And Cleaning The Area Within The Area Of The Works Being Carried Out - Estimated Volume Of Works During The Year 1920 M2, Optional Volume Of Additional Works Is 960 M2.5) Carrying Out Partial Road Renovation (Milling And New Asphalt 2 Cm + 3 Cm). The Order