Tenders Are Invited For Renovation Of Municipal Road No. G101 036R - Ul. Rytnia In Stalowa Wola

1. The Subject Of The Order Is: Renovation Of Municipal Road No. G101 036R - Ul. Rytnia In Stalowa Wola. The Order Includes: - Preparation And Submission Of A Detailed Offer Cost Estimate To The Ordering Party, - Dismantling Of Existing Surfaces, Disposal Of Excavated Material, - Removal Of Bushes, Grubbing Up, - Replacement Of The Soil With A Layer Of Aggregate, - Construction Of Surfaces From Concrete Paving Stones And Openwork Slabs Along With The Substructure; - Setting Of Concrete Curbs; - Setting Of Concrete Edges; - Replacement Of Stormwater Inlet Grates And Adjustment Of Elements Underground Facilities, - Preparation Of An As-Built Geodetic Inventory, - Preparation Of As-Built Documentation Of The Facility, Including Any Possible Changes Introduced During Implementation, In Two Copies.2. The Basic Scope Of Works Includes: The Investment Task, Including The Execution Of The Renovation In Question, Will Consist Of The Following Works And Construction Works: 1) Measurement Works - Reconstruction Of The Route And Height Points. 2) Preparatory Works - Removal Of Bushes, Grubbing, Removal Of Tree Roots, Clearing The Area Of ​​Residues After Clearing. Cutting Down 4 Trees With A Trunk Diameter Of 130 Cm, Respectively: 150 Cm, 49 Cm, 51 Cm, 60 Cm. Removal And Disposal Of Branches And Wood. Protection Of The Foundations Of Existing Buildings And Fences Adjacent To The Road Against Any Damage As A Result Of The Works Being Carried Out, 3) Demolition Works - Dismantling Existing Surfaces, Substructures, Concrete Or Stone Elements, Removal And Disposal Of Excavated Material. 4) Adjustment Of Underground Equipment Elements - Vertical Adjustment Of Sewage Grates (Inlets) Along With Replacement Of Inlet Grates, Vertical Adjustment Of Kd And Ks Manholes, Regulation Of Manholes Water Supply Valves And Underground Hydrants. 5) Construction Of A Riverbed Along With Profiling And Compaction Of The Subsoil, Removal And Management Of Excavated Material. Carrying Out Subgrade Compaction Tests And Measuring The Geometric Features Of The Profiled Subgrade In Accordance With The Guidelines Given In Stwiorb.6) Replacement Of A 2 M Wide Strip Of Soil With A Layer Of Fr Aggregate. 31.5-63 Mm Thick, 25 Cm Closed With Separation And Filtration Geotextile. Carrying Out Tests Of The Drainage Layer During The Works In Accordance With The Guidelines Given In Stwiorb.7) Construction Of The Substructure Of Mechanically Stabilized Aggregates: Lower Layer Of Crushed Stone 31.5-63 Mm Thick. 15Cm, Top Layer Of Crushed Aggregate 4-31.5Mm Thick. 20Cm. Carrying Out Tests Of The Foundation Layers During The Works In Terms Of Material Characteristics, Load-Bearing Capacity And Density, Geometric Features Of The Road In Accordance With The Guidelines Given In Stwiorb.8) Construction Of A Wearing Course Surface Made Of Openwork Slabs And Concrete Paving Stones On A Ballast Made Of Crushed Stones. 2-8Mm Thick: 3Cm For Openwork Slabs, 5Cm For Paving Stone Slabs. Colored Concrete Paving S