Tenders Are Invited For Grading Of Dirt And Gravel Roads With Granulation And Channeling 2026

1. The Subject Of The Order Is The Grading Of Dirt And Gravel Roads With Granulation In The Łomianki Commune.2. Grading Of Dirt And Gravel Roads Includes: A) Grading Of Dirt And Gravel Roads B) Granulation Of Dirt And Gravel Roads C) Rolling Of Dirt And Gravel Roads D) Channeling Of Dirt And Gravel Roads In The Period From The Date Of Conclusion Of The Contract To December 31, 2026, Which Should Be Performed In Accordance With The Following. A Detailed Description Of The Subject Of The Order And Technical Specifications For The Acceptance And Execution Of Construction Works. The Average Width Of The Dirt Road Covered By This Order Is 4-6 M. The Representative Of The Ordering Party Will Each Time Commission The Scope Of Works Covered By This Order To The Contractor. The Contractor Will Be Obliged To Perform The Order In Accordance With The Conditions Specified In This Description Of The Subject Of The Order, With The Principles Of Technical Knowledge And Applicable Legal Regulations.3. Material Scope Of The Order A) Grading Of Dirt And Gravel Roads Is Aimed At Eliminating Potholes And Other Defects As Well As Correcting The Transverse Profile In Order To Allow Water To Be Drained From The Road Crown Using Material From The Road Surroundings. The Works Should Be Carried Out With Graders. The Number Of Grader Passes To Obtain The Appropriate Profile Varies And Depends On The Degree Of Surface Damage, The Type Of Subfloor And The Method Of Grading. The Measuring Unit Is M2 Of A Smooth Road. After Completing The Equation, Double Sprinkling Of The Road Surface With Calcium Chloride In The Proportions (0.5 Kg + Water = 1 L Of Solution) (1 M2 = 1.2-1.8 L), Note: The Proportion Is Given For One Sprinkling. B) Granulation Of Dirt And Gravel Roads Is Aimed At Making A New Aggregate Surface Or Supplementing The Material In The Existing Dirt Road Surface Reinforced With Aggregate. The Measurement Unit Is Mg Of Incorporated Material. After Granulation, The Road Surface Should Be Sprinkled Twice With Calcium Chloride In The Proportions (0.5 Kg + Water = 1 L Of Solution) (1 M2 = 1.2-1.8 L), Note: The Proportion Is Given For One Sprinkling. C) Rolling Is Intended To Compact The Soil Or Aggregate. It Includes Several Passes With A Roller Weighing At Least 8 Mg In Order To Obtain Proper Surface Compaction. The Degree Of Compaction Should Be Considered Correct When There Are No Traces Of The Passage Of Compaction Equipment. The Measurement Unit Is 1M2 Of Embanked Road. D) Channeling Of Dirt And Gravel Roads Is Intended To Prepare The Ground For The Construction Of A New Road Structure And To Adjust The Height To The Elevations Of Exits To Adjacent Properties. The Works Should Be Carried Out With An Excavator Or A Motor Grader. For Smaller Work Areas, It Is Possible To Do This Work Manually. The Measuring Unit Is 1M2 Of The Road.