Tenders Are Invited For Grading, Profiling And Rolling Of Dirt And Gravel Roads In The Ostrów Wielkopolski Commune, Province. Greater Poland Voivodeship

The Subject Of The Order Are Works Consisting In The Ongoing Maintenance And Repair Of Roads With A Dirt Surface And A Surface Hardened With Crushed Stone In The Ostrów Wielkopolski Commune. Depending On The Needs Of The Ordering Party, On Individual Orders, The Contractor Will Carry Out Individual Partial Orders. Partial Orders For Individual Road Sections Should Be Completed Immediately, No Later Than Within 7 Days From The Date On Which The Order Was Accepted. 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 Ostrów Wielkopolski Commune. Ad 1. Grading Of Dirt And Macadam 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 250,000.00 M2. Grading Of Dirt And Gravel Roads With Filling Of Cavities With Stone Aggregate Involves Eliminating Potholes And Other Unevenness By Spreading 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 Incorporated Is 6,900.00 Tons. Ad 2. Rolling Is Intended To Compact The Soil Or Other Aggregate. It Includes Several Passes With A Roller Weighing Min. 5 Tons To Obtain Proper Surface Compaction. 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 Embanked Is 250,000.00 M2. Ad 3. Incorporation Of Stone Aggregate Upon Request And In The Quantity Agreed With The Ordering Party (T). Terms Of Order Fulfillment: 1. The Works Should Be Carried Out Successively According To The Needs Of The Ordering Party Upon Written Notification, By E-Mail Or Telephone, In Which The Ordering Party Will Specify The Location, Type, Scope, Sequence And Date Of Completion. 2. The Contractor Is Obliged To Ensure That The Works Are Organized In Such A Way That Will Minimize The Nuisance Related To The Work Performed For Local Residents And Companies, And To Tidy Up The Area After The Works Are Completed, With Particular Emphasis On The Entrances To The Property. 3. The Contractor Bears All Additional Costs Related To The Execution Of The Order. These Include The Costs Of Research, Acceptance, Restoration Of The Area To Its Original State, Possible Damage To Third Parties That May Arise During The Implementat