Tenders Are Invited For Reconstruction Of District Road No. 1012 S Consisting In The Construction Of A Sidewalk And Drainage Of The Street. Zrębska And Ul. Krótka In Biskupice, Olsztyn Commune, Stage I Ul. Short.

Reconstruction Of District Road No. 1012 S Consisting In The Construction Of A Sidewalk And Drainage Of The Street. Zrębska And Ul. Krótka In Biskupice, Olsztyn Commune, Stage I Ul. Krótka. The Subject Of The Order Is The Reconstruction Of District Road No. 1012 S On The Section Of Krótka Street In Biskupice In The Olsztyn Commune, Consisting In The Construction Of A Sidewalk Within The Designed Road Lane In Order To Improve The Comfort And Safety Of Pedestrians. In Its Current State, Krótka Street In The Section Of The Study Has An Asphalt Concrete Surface With A Width Of 5.40-5.60 M With Hardened Aggregate Shoulders On Both Sides. Stone. There Is No Sidewalk. The Expanded District Road No. 1012 S Is A Public, Generally Accessible Road With A Function In The Road Network - District, With The Adopted Class - Collector Road Z, Traffic Category Kr3. The Scope Of Works To Be Performed Includes: Sidewalk - Access Road, Generally Accessible - Width 2.30 M, Including A 0.15 M Concrete Curb - Surface Made Of Holland Concrete Cubes In Gray, Including A Strip Buffer Width 0.40 M Made Of Red Cubes - Exits On The Side Of The Existing Pavement Made Of Concrete Cubes Only In The Places Of Exits Existing - In Use - On The Section Of Krótka Street, Widening The Road By 0.2 M In The Form Of A Curb Gutter From Hm 0+00 To Hm 2+46.50. Surface Structure - Sidewalk - Holland Concrete Cubes In Color Gray 8 Cm − Cement-Sand Bedding 1:4 3 Cm − Basic Subbase - Crushed Aggregate 0/31.5 Mm Stab. Down. 15 Cm − Drainage Layer - Sand 10 Cm − Removal Of Topsoil And Conveying The Soil To G1 Surface Structure - Buffer Strip On The Sidewalk, 40 Cm Wide − Holland Concrete Cubes, Red, 8 Cm − Cement-Sand Bedding 1:4 3 Cm − Basic Foundation - Crushed Aggregate 0/31.5 Mm, Stable Mech. 15 Cm − Drainage Layer - Sand 10 Cm − Removal Of Topsoil And Bringing The Soil To G1. From The Green Area, Use A Concrete Edge 8X30 Cm Placed On A Concrete Bench - Light 4 Cm. Surface Structure - Slope − Red Concrete Cubes 8 Cm − Cement-Sand Ballast 1:4 3 Cm − Upper Subbase - Crushed Aggregate 0/31.5Mm Mechanical Stabilization 5 Cm − Basic Foundation - Regular Crushed Aggregate 0/63Mm Mechanical Stabilization 15 Cm − Drainage Layer - Sewage - Along Krótka Street - Unconcentrated Concrete − Concrete Footing With Concrete Support C 12/25 15 Cm Filter Drainage − Roadside Construction Layer − Crushed Stone 16-63 Mm, Width 0.6 M, Depth 0.7 M − Geotextile Cover, Non-Woven, Needled − Pp Drainage Pipe Dn 200 Mm – Fully Seeping Tp Sn10 (Outer Corrugated, Inner Smooth) Fencethe Colliding Fence On Plot No. 139/1 Should Be Dismantled And A New Fence Constructed In Accordance With The Attached Documentation. In Places Of Intersections And Close Proximity To Existing Utilities, Earthworks And Assembly Works Must Be Carried Out Manually, In Accordance With The Requirements And Under The Strict Supervision Of The User Of The Given Infrastructure. Existing Utilities Should Be Precisely Located And Uncovered Before Execut