Tenders Are Invited For Reconstruction Of The Public Municipal Road No. 112257 R Dobrzechów - Grodzisko (Bakonka) From Km 1+857 To Km 2+452 And From Km 4+420 To Km 4+820 Along With The Renovation Of The Bridge Over The Różanka Stream.

1. Reconstruction Of The Public Municipal Road No. 112257 R Dobrzechów - Grodzisko (Bakonka) From Km 1+857 To Km 2+452 And From Km 4+420 To Km 4+820 Along With The Renovation Of The Bridge Over The Różanka Stream. 2. The Subject Of The Order Is: 1) Section From Km 1+857 To Km 2+452: Flat Area And Preparation Of A Post-Construction Inventory Of The Road - 0.59 Km, B) Mechanical Removal Of A Layer Of Fertile Soil (Topsoil) 30 Cm Thick - 2537 M2, C) Dismantling Of The Aggregate Surface 15 Cm Thick - 1207 M2, Dismantling The Bituminous Surface On Exits - 22 M2, Dismantling Of Gravel Surface On Exits - 62 M2, Dismantling Of Culverts Under Exits - 28 M,D) Transverse Earthworks (Without Transport) Performed Mechanically In Categories I-V - 421 M3, Excavations Mechanically In Soil Of Categories I-Iv With Transport Of Excavated Material To Storage - 934 M3,E) Trench Indoor Made Of Pp Pipes With A Diameter Of 40 Cm - 314 M, Construction Of Sewers Made Of Pvc Pipes With A Diameter Of 20 Cm - 10.1 M, Construction Of Inspection Wells With A Diameter Of 1.00 M - 11 Pcs., Construction Of Inspection Wells With A Diameter Of 1.50 M - 2 Pcs., Construction Of A Sedimentation Tank At The Inlet To The Well - 2 Pcs., Construction Of Concrete Sewage Chambers With A Diameter Of 1.50 M - 2 Pcs. 500Mm With A Relief Ring And A Settling Tank - At The Edge Of The Road And In The Gutter - 1 Pc., Construction Of Collector Outlet Housings - 2 Pcs., F) Profiling And Compaction Of The Subsoil In Soil Of Categories I-Vi - 3905 M2, G) Improved Subsoil Made Of Cement-Stabilized Soil, In-Out Thickness 35 Cm - 3905 M2, H) Layer Execution Subbase Made Of Mechanically Stabilized Crushed Aggregate, In-Out Thickness 20 Cm - 3204 M2,I) Surface Layer Made Of Ac 16W Asphalt Concrete, Binding Layer, In-Out Thickness 5 Cm (Kr-1) - 3704 M2,J) Surface Layer Of Ac 11S Asphalt Concrete, Wearing Course, In-Out Thickness 4 Cm (Kr-1) – 3019 M2,K) Cold Milling Of Asphalt Surfaces, 9 Cm Thick – 22 M2, L) Laying Of Glass Fiber Mesh – 43 M2, M) Topsoiling With Sowing Of Slopes With A Topsoil Thickness Of 10 Cm (Using Removed Topsoil) – 1317 M2, Reinforcing The Bottom Of Ditches And Sewage With Prefabricated Elements 266 M, Strengthening The Slopes With Prefabricated Elements - 557 M2, N) Laying Culverts Made Of Pp Pipes With A Diameter Of 40 Cm Under The Exits - 7 M, Strengthening The Inlet And Outlet Of The Culverts Under The Exits - 3.4 M2, Aggregates - 35 M2.2) Section From Km 4 + 420.00 To Km 4 + 820.34: A) Reconstruction Of The Route And Height Points In The Plain And Preparation Of An As-Built Inventory Of The Road - 0.40 Km, B) Mechanical Removal Of A Layer Of Fertile Soil (Topsoil) With A Thickness Of 30 Cm - 1952.10 M2, C) Dismantling 8 Cm Thick Aggregate Base - 635 M2, Dismantling Of 10.5 Cm Thick Aggregate Base - 750.50 M2, Dismantling Of 4.5 Cm Thick Bitumen Surface - 750.50 M2, Dismantling The Gravel Surface On The Exits - 132 M2, Dismantling The Culverts Under The Exits - 53 M, Dismantling