Tenders Are Invited For Delivery Of Stone Mixture And Provision Of Grader And Roller Services For Renovation ... in Poland

Work Detail

4.1. The Subject Of The Order Is The Supply Of A Stone Mixture And The Provision Of Services With A Grader And Roller For The Renovation And Ongoing Repair Of Roads In The Commune And City Of Odolanów In 2026. Detailed Description Of The Subject Of The Order: The Subject Of The Order Are Works Consisting In The Ongoing Maintenance And Repair Of Roads With A Dirt Surface And A Surface Paved With Crushed Stone In The Commune And City Of Odolanów. Depending On The Needs Of The Employer, On Individual Orders, The Contractor Will Carry Out Individual Orders. Partial. Partial Orders For Individual Road Sections Should Be Completed Immediately, No Later Than Within 7 Days From The Date On Which The Contractors Order Was Placed. The Order Will Be Implemented Successively, On The Basis Of Orders Specifying Roads For Grading, Profiling And Rolling, And Adding Gravel. Grading Of Dirt And Gravel Roads Includes The Following Partial Works: 1. Grading Of Dirt And Gravel Roads Without The Use Of Stone Or Crushed Aggregate. Filling The Gaps With Stone Aggregate.2. Rolling Roads.3. Purchase And Delivery Of Stone Aggregate To The Indicated Place For Its Installation - In The Commune And City Of Odolanówad 1. Grading Of Dirt And Gravel Roads Without The Use Of Stone Aggregate 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 Measurement Unit Is 1 M2 Of A Smooth Road With A Maximum Width Of 4 M. The Expected Area Of ​​Roads For Mechanical Grading Is 266,360.00 M2. Grading Of Dirt And Gravel Roads With Filling Of Gaps With Stone Aggregate (Granite/Basalt) With A Granulation Of 0-31.5 Mm And 31.5-63.0 Mm Involves Eliminating Potholes And Other Unevenness By Spreading The Stone Aggregate. The Works Can Be Performed With Graders. The Measuring Unit Is 1 Ton Of Spread Aggregate. The Expected Amount Of Aggregate To Be Built Is 2,700 Tons. Ad 2. Rolling Is Intended To Compact The Soil Or Other Aggregate. It Includes Several Passes With A Roller Weighing At Least 3-5 Tons In Order To Obtain Proper Compaction Of The Surface. Proper Compaction Is Defined As Obtaining An Index Of 1.0. The Measuring Unit Is 1 M2 Of A 4 M Wide Embanked Road. The Expected Maximum Area Of Roads To Be Rolled Is 266,360.00 M2. Ad 3. Incorporation Of Stone Aggregate Upon Request And In The Amount Agreed With The Ordering Party In The Amount (T). The Detailed Scope And Type Of Works To Be Performed, As Well As The Method Of Their Execution As Part Of The Subject Of The Order, Are Presented In: A) Detailed Technical Specification For The Execution And Acceptance Of Works, B) Offer Cost Estimate, Bill Of Quantities. The Contractor Is Responsible For Any Work Arising In The Course Of Own Work Waste And For The Proper Way Of Dealing With It, In Accordance With The Provisions Of The Act Of December 14, 2012. On

Contact Information