Tenders Are Invited For Renovation Of Municipal Road No. 041625C In Zielnowo.

1. The Subject Of The Order Is The Performance Of Construction Works Entitled: Renovation Of Municipal Road No. 041625C In Zielnowo. The Scope Of Works Concerns In Particular The Execution Of The Task - Renovation Of Municipal Road No. 041625C In The Town Of Zielnowo - Plots No. 172, 173/1 And 190/1, Precinct 0014 Zielnowo, On A Length Of 314.00 M And Includes The Execution Of: A) Earthworks: Measurement Works - Route Roads In Plain Terrain; Construction Of A Trough On Road Widenings And Extension Of Exits In Category Ii-Iv Soil - 20 Cm Trough Depth With Removal Up To 5 Km. B) Base: Profiling And Compaction Of The Subgrade Performed Mechanically In Soil Of Categories Ii-Iv For The Construction Layers Of The Pavement; Foundation Made With Agricultural Equipment From Soil Stabilized With Cement, Lime, Fly Ash - 20 Kg Of Binder Per 1 M2 Of Foundation - Thickness Of The Foundation After Compaction 20 Cm; Foundation Layer Made Of Natural Aggregates 20Cm. C) Road Surface - Width 4.0 M: Mechanical Cleaning Of Bituminous Road Surfaces In Places Where The Profile Layer Was Laid; Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2; Leveling The Existing Foundation With A Mineral And Bituminous Mixture, Mechanically Asphalt, On Average 50 Kg/M2; Sprinkling With Asphalt Emulsion At The Rate Of 0.5 Kg/M2; Surface Made Of Asphalt-Mineral Mixtures, 4 Cm Thick (Binding Layer) Ac16w; Mechanical Cleaning Of The Existing Surface And Substructure; Sprinkling Asphalt Emulsion On The Aggregate Base In The Amount Of 0.7 Kg/M3; Surfaces Made Of Mineral-Bituminous Asphalt Mixtures, 4 Cm Thick (Wearing Layer) - Ac11s.D) Roadsides, Culverts, Ditches: Mechanical Preparation Of The Crushed Stone Base (Roadside) With Self-Propelled Scrapers With A Capacity Of Box 8-10M3; Crushed Stone Surface - Top Layer Thick. 8Cm-Roadside; Compaction Of Roadsides With Compactors; Earthworks Performed With Backhoe Excavators With A Capacity Of Buckets Of 0.25 M3 In Category Iii Soil With Transport Of Excavated Material Up To 1 Km In Self-Unloading Vehicles - Digging Ditches For A Culvert; Pipe Culverts Under The Road - Concrete Or Pp, Pvc (Sn8) Pipes With A Diameter Of 40 Cm On A Concrete Base; Pipe Culverts - End Walls For Pipes With A Diameter Of 40 Cm. E) Bus Platform: Concrete Curbs With Dimensions 15X30cm With The Construction Of Concrete Footings With A Cross-Section Of 0.083M2 On A Cement-Sand Ballast; Concrete Footing For Edges With Resistance; Concrete Edges With Dimensions 30X8cm On A Cement And Sand Base With Joints Filled With Cement Mortar; Surface Made Of 8 Cm Thick Concrete Cubes On A Cement And Sand Ballast. F) Vertical And Horizontal Markings: Posts Made Of Galvanized Steel Pipes; Vertical Road Signs - Prohibition, Mandatory, Warning And Information Signs With An Area Of ​​Over 0.3 M2; Horizontal Road Markings With Chlorinated Rubber Paint - Lines At Intersections And Pedestrian Crossings Painted By Hand. G) Inventory: Post-Construction Geodetic Inventory. The Implementation Of The Task Renovation Of Municipal Road No. 041625C In Zielnowo Is Co-Financed By The Government Road Development Fund.2. A Detailed Description Of The Scope Of Works And Their Execution Technologies Are Specified In The Following Documents Constituting Annexes To The Swz:1) Contract Template (Annex No. 3)2) Detailed Technical Specification (Annex No. 4)3) Bill Of Quantities (Annex No. 5)4) Construction Design (Annex No. 6). The Employer Attaches The Bill Of Quantities To The Swz, Which Should Be Treated As Auxiliary And Supplementary Material In Relation To The Construction Documentation. The Road Area May Contain Uninvented Networks: Telecommunications, Water Supply And Electricity. If Any Works Occur In This Area, They Must Be Performed Manually Under The Supervision Of The Network Operators. The Ordering Party Additionally Explains That In Each Case Of Using References To Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Section 1 Point 2 And Section 3 Of The Public Procurement Law, Allows Equivalent Solutions And Such A Reference Is Accompanied By The Words Or Equivalent, Provided That They Ensure Technical And Operational Safety Parameters Similar Or Better Than Those Assumed, Provided That The Contractor Proves In The Offer That The Proposed Solutions Meet The Requirements Specified In The In The Description Of The Subject Of The Order. Required Minimum Warranty Period: 36 Months From The Date Of Official Receipt Of The Subject Of The Order.