Tenders Are Invited For Construction Of A Sidewalk On The District Road No. 2942L Majdan Nowy - Pisklaki In Stary Lipowiec - Stage Iii

1. The Subject Of The Order Is The Construction Of The Third Stage Of A Sidewalk With An Asphalt Concrete Surface In The Town Of Stary Lipowiec, From Km 7+234 To Km 7+038, 196 M Long.1) The Scope Of Work Includes: A) Preparatory And Earthworks; B) Drainage Works; C) Sidewalk Laying Works;D) Finishing Works;2) Technical Parameters Of The Sidewalk:A) Width - 1.8 M;B) Dirt Shoulder - 2X0.3 M;C) Transverse Slopes 2%;3) Sidewalk Structurea) Ac8s Asphalt Concrete Wearing Course, Thickness. 5 Cm;B)Mechaniczne Oczyszczenie I Skropienie Emulsją Asfaltową; C)Podbudowa Z Kruszywa 0/31,5 Mm O Gr 15 Cm Po Zagęszczeniu;D)Podbudowa Pomocnicza Z Gruntu Stabilizującego Cementem O Gr. 15 Cm After Compaction;E) Concrete Edges 30X8 Cm;4) Construction Of The Exit Surface - Aggregate Descents:A) Mechanical Profiling And Compaction Of The Subgrade For Construction Layers; B)Nawierzchnia Z Mieszanki Łamanego Stabilizowanego Mechaniczne Kruszywa 0/31,5 Mm O Gr. Min. 20 Cm;5)Konstrukcja Nawierzchni Zjazdów – Zjazdy Z Kostki Brukowej:A)Nawierzchnia Z Kostki Brukowej Betonowej O Gr. 8Cm; B) Foundation Made Of Crushed Aggregate. Po Zagęszczeniu 15 Cm;C)Podbudowa Z Gruntu Stabilizacyjnego Cementem Gr. Foundation After Compacting 15 Cmd) Concrete Edges 30X8 Cm; E) Embedded Concrete Curbs 15X30 Cm6) Drainage: A) Dismantling The Existing Pipe Culverts; B) Construction Of Pipe Culverts Under The Ramps On A Gravel Foundation Made Of Pp Pipe With A Diameter Of 40 Cm; C) Ends Of Culverts For Pipes With A Diameter Of 40Cm; D) Surface Drainage Through Transverse And Longitudinal Slopes To The Existing Ditch; E) Cleaning Of Ditches Along With Profiling The Bottom And Slopes; F) Replacing The Existing And Supplementing The Missing Parts Of Culverts Under The Exits; G) Strengthening The Ditch Slopes With Openwork Slabs With Pins; 7) Finishing Works: A) Manual Planing Of The Ground Surface; B) Sowing Of Slopes In The Fertile Meadow; C) Sidewalk Barrier U-11A Szczeblinowa (Kolor Do Uzgodnienia Z Zamawiającym). 8)Obsługa Geodezyjna – Inwentaryzacja Powykonawcza. Before Entering The Area, The Ordering Party Requires The Contractor To Mark Out The Road Line In Order To Properly Perform The Subject Of The Order, Separately For Each Part Of The Order.9) The Detailed Scope Of Work (Description Of The Subject Of The Order) Was Included In The Technical Documentation, Detailed Technical Specification For The Execution And Acceptance Of Construction Works, And In The Bill Of Quantities - Supplementing The Documentation Constituting Annexes No. 6 To The Swz. When Calculating The Offer Price, The Contractor Should Take Into Account All Requirements And Conditions Required For The Proper Performance Of The Subject Of The Order.10) Insurance. The Ordering Party Requires Insurance From The Contractor In Accordance With The Conditions Specified By The Ordering Party In § 11 Of The Draft Agreement.11) As Part Of The Order, The Contractor Is Also Obliged To: A) Organize And Manage The Construction Faciliti