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1. The Subject Of The Order Is The Execution Of Construction Works Consisting In The Renovation Of The Bituminous Road Surface - Replacement Of The Bituminous Package Of Spacerowa, Bocka, Poniatowskiego And Narutowicza Streets In The City Of Oleśnica, In The Total Amount Of Approx. 3,350.0 M2, Together With The Adjustment Of Devices And The Reconstruction Of Horizontal Markings.2. The Scope Of The Order Includes: 1) Planimetric Milling Of Surfaces. Main Up To 8 Cm, 2) Vertical Adjustment Of Underground Infrastructure Devices, Manholes, K.D. Inlets, Gate Valve Boxes, Together With Their Possible Replacement With New Ones {If Necessary - After Inspection With The Owner/User Of These Networks} In The Amount Of: A) Ul. Spacerowa: - K.D. Inlets – 8 Pcs.,- Inspection Wells – 8 Pcs., - Gate Valves – 2 Pcs., B) Ul. Bocka: - K.D. Inlets – 4 Pcs., - Inspection Wells – 2 Pcs., - Gate Valves – 5 Pcs., C) Ul. Poniatowskiego: - Inlets K.D. – 5 Pcs, D) Street Narutowicza: - Inlets K.D. – 4 Pcs., - Inspection Wells – 3 Pcs., - Gate Valves – 3 Pcs. 3) Partial Renovation Of The Existing Foundation - The Scope Will Be Finally Confirmed At The Implementation Stage (The Valuation Should Assume Renovation Of The Foundation Covering An Area Of Approximately 30% Of The Area Where The Bituminous Surface Will Be Made); The Renovation Should Include: - Demolition Of The Existing Foundation With Waste Removal To The Storage Site As Indicated By The Contractor And Waste Disposal In Accordance With Applicable Legal Regulations, - Re-Construction Of The Foundation And Its Compaction Using New Material Delivered By The Contractor To The Place Of Construction From The Place Of Its Acquisition - I.E. Natural Crushed Granite Aggregate With Mechanically Stabilized Grain Size 0/31.5 Gr. Layers Up To 20 Cm, Alternatively Concrete Stabilization Up To 10 Mpa,4) Sprinkling The Foundation, Profiling And Leveling Layer Under The Wearing Course Of The Surface - Asphalt Emulsion In The Amount Of 0.4 Kg/M2,5) Local Reinforcement With A Bidirectional Geogrid Made Of Glass Fiber With A Tensile Strength In Both Directions Of 100/100 Kn/M, Elongation At Break 3%; Flexible Knot Type; Geogrid Pre-Coated With Bitumen; For The Calculation, It Is Necessary To Assume The Amount Of Geogrid Reinforcement On 10% Of The Area Where The Bituminous Surface Is To Be Renovated, 6) Laying A Leveling Layer Of A Mixture Of Min. Ac11w Dia. 3 Cm Thick, 7) Laying The Surface With Ac11s Mineral-Asphalt Mixture - Thickness. 5 Cm, 8) Sealing The Edges And Joints With Asphalt, 9) Providing Replacement Signs For The Works For The Duration Of Their Execution, Including The Organization Of Replacement Traffic. The Contractor Will Prepare The Replacement Traffic Organization Project On His Own And Obtain Appropriate Opinions, Arrangements, And Approvals For The Replacement Traffic Organization Project From The Relevant Traffic Management Authority. The Scope Of The Replacement Traffic Organization Project Should Be Approv
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