3 Stabilization Layer, C) Making A Foundation Of Broken Aggregates (Stone Mixture 0-31.5 Mm) With A Thickness Thickness Of 15 Cm, At A Length Of 618.7 M, So-Called Foundation, D) Conventions From A Stone Mixture Of 15 Cm Thick, E) Marking- Vertical Road Signs In The Amount Of 4 Pcs, F) Marking- Stall Pipes- In The Amount Of 2 Pcs, G) Vertical Adjustment Of The Wells For Water Valves In The Amount Of 8 Pcs., H) Transfer Of 2 Hydrants Into A New Location, I) Covering Cords From Ridge Pipes. Under Roads And Other Obstacles (Teletechnical And Fiber Optic Culverts)- 23.80 M, J) Performing Other Works Necessary To Complete The Contract And Other Construction Works Conditioning The Full And Correct Performance Of The Task In Accordance With The Design Documentation. The Contracting Authority Requires That The Contractor Also Includes The Cost Of Performing The Foundation (Load Capacity) Of The Vss + Thickness In The Amount Of 2 Places. Research Must Be Carried Out By An Independent Laboratory, Research Reports Submitted To The Contracting Authority And Investor Supervision Inspector. The Contractor Will Be Responsible For Packaging, Loading, Transport, All Fees, Including Accurate And Border, Pickup, Discharge, Storage And Protection Of All Goods And Other Things Needed To Carry Out Works And The Subject Of The Contract. 3. The Scope Of Works Does Not Include The Execution Of The Ac16w Asphalt Concrete Binding Layer 50/70 Gr. 5 Cm And The Implementation Of The Abrasive Layer Of Asphalt Concrete Ac 11S 50/70 Gr. 4 Cm. The Implementation Of The Above Works Will Take Place As Part Of A Separate Order.
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