Tenders Are Invited For Reconstruction Of District Road 1198K From Km 23+790 To Km 24+629 In Kozłów, Miechów County.

1. The Subject Of The Order Is The Implementation Of Construction Works Related To The Reconstruction Of District Road 1198K At Km 23+790 To Km 24+629 In The Town Of Kozłów, Miechowski County. The Task Is Co-Financed By The Governmental Road Development Fund. The Subject Of The Order Includes: 1) Road Works Preparation Works - Grubbing Of Trees With The Removal Of Branches And Stumps - Manual Grubbing Of Dense Bushes And Undergrowth Together With The Removal Of Branches And Stumps Demolition Works - Dismantling Of The Concrete Substructure - Dismantling Of The Surface Made Of Concrete Paving Stones - Dismantling Of The Surface Of Mineral-Bituminous Mixtures Of Roadways, Exits And Side Roads - Dismantling Concrete Curbs With Footing - Dismantling Of Pipe Culverts, End Walls, Concrete Elements Earthworks - Measuring Works For Linear Earthworks, Marking Out The Street - Earthworks Performed With Backhoe Excavators With Transport Of Excavated Material, Excavation - Forming And Compacting Embankments From Supplied Earth, Making Embankments Culvers - Works Earthworks Made With Backhoe Excavators With Transport Of Excavated Material - Bases Made Of Compacted Loose Materials On The Ground - Pass-Through Parts Of Prefabricated Single-Hole Pipe Road Culverts, Diameter 400 Mm, 600 Mm, 800 Mm - Backfilling Of Linear Trenches - Prefabricated Casings For Inlets And Outlets Of Pipe Culverts Drainage - Earthworks With Transport Of Excavated Material - Manual Continuous Or Cavernous Excavations - Full Strengthening Of Vertical Walls Of Linear Trenches - Backfilling Of Linear Trenches With Vertical Walls - Excavation And Transport Of Soil For Backfilling - Compaction Of Embankments With Mechanical Rammers - Bases Made Of Compacted Loose Materials - Prefabricated Sewage Wells With A Sedimentation Tank - Inspection Wells Made Of Reinforced Concrete Rings - Channels Made Of Pvc-U Pipes, Class S - Channels Made Of Pp Pipes With A Gasket, Class S - Manual Earthworks With Transport Of Excavated Material - Floor Reinforcement Of The Ground For Technological Drains Made Of Geotextile - Filling The French Drain With Aggregate Curbs, Edges, Sewage - Concrete Curbs Protruding - Concrete Curbs - Straight Concrete Curbs - Stops - Concrete Footing For Curbs, B-15 With Resistance - Concrete Edges, Dimensions 30X8cm - Concrete Footing B-15 With Resistance Roadway, Bus Bay, Parking Stations - Mechanical Profiling And Compaction Of The Substrate - Substructure From Cement-Stabilized Soil, On Site - Substructure Made Of Crushed Aggregate - Binding Filler Made Of Ac16w Mineral-Bituminous Mixtures - 8 Cm Thick, Including Cleaning And Sprinkling Of The Base - Wearing Filler Made Of Ac11s Asphalt Concrete - 4 Cm Thick, Along With Cleaning And Sprinkling The Surface Driving - Mechanical Profiling And Compaction Of The Substrate - Sub-Base Made Of Cement-Stabilized Soil, Delivered - Sub-Base Made Of Crushed Aggregate - Surface Made Of Concrete Paving Stones, 8 Cm Thick - Binding Mortar Made Of Ac16w Mineral-Bituminous Mixtures - 4 Cm Thick - Wearable Pavement Made Of Ac11s Asphalt Concrete - 4 Cm Thick - Laying The Above-Ground Reclaimed, Double-Surfaced Surface Sideways - Mechanical Profiling And Subgrade Compaction - Substructure Made Of Cement-Stabilized Soil, Delivered - Substructure Made Of Crushed Aggregate - Surface Made Of Concrete Paving Stones, 8 Cm Thick Sides - Mechanical Profiling And Compaction Of The Subgrade - Subbase Made Of Cement-Stabilized Soil, Transported - Subbase Made Of Crushed Aggregate - Consolidation Of The Roadside With A Renovator - Three Times Sprinkling With Emulsion And Grit Ditches - Courts Strengthening - Strengthening The Slopes And The Bottom Of The Ditches With Prefabricated Slabs 40/60/10 - Preparation Of The Subgrade, Making Ballast , Filling Holes - Strengthening Slopes And The Bottom Of Ditches With Prefabricated Slabs 100/75/10 - Preparing The Ground, Making Ballast, Filling Holes - Pins Stabilizing The Slabs - Installation Of Linear Drainage, Large Trapezoidal Drains - Sewage From Prefabricated Concrete Elements 50X50x15cm Finishing Works And Miscellaneous Works - Strengthening Slopes - Fertile Soil From Transport, Sowing, Fertilization - Vertical Adjustment Of Wells, Water Supply And Gas Valves - Vertical Adjustment Of Sewage Wells - Protection Of The Water Supply Network With Protective Pipes - Delivery And Installation Of Led Street Lighting Fixtures Traffic Safety Devices - Chemically Cured Thick-Layer Markings - Setting Of Posts For Signs - Vertical Prohibition Signs, Warning Signs, Information Signs, Supplementary Signs, Road Signs, Localities - Disassembly Of Road Signs - Installation Of U-3C/D Guide Boards - Installation Of Sign Boards. Gauge U-9 2) Information Boards: - Preparation And Installation Of Information Boards On The Implementation Of The Project From The Government Road Development Fund (Content Consistent With The Project Regulations Template). The Investment Task Will Be Performed Based On The Documentation Entitled: - Technical / Executive Design Reconstruction District Road No. 1198K Mierzawa - Sędziszów - Kozłów In The Town Of Kozłów From Km 23+790 To Km 24+830, For The Section Under Construction.2. The Subject Of The Order Is Described In Detail In: 1) Documentation - Technical / Executive Design. 2) Technical Specification For The Execution And Acceptance Of Works, 3) Specification Of The Terms Of The Order, 4) Bill Of Quantities. In The Event Of Any Discrepancies Or Inaccuracies In The Provisions Of Individual Documents Included In The Procedure Documentation, The Ensure That The Data Was Presented Correctly According To The Hierarchy Of Documents Resulting From The Order In Which They Were Listed Above. The Bills Of Quantities Attached To The Swz Are For Informational Purposes Only, Supporting The Valuation Of The Offer. After Reviewing The Design Documentation And Other Procedure Documents, The Contractor Is Obliged To Determine The Scope Of Work Necessary To Achieve The Result. 3. The Contractor Is Obliged To Perform The Subject Of The Contract Using Its Own Equipment And Materials.4. The Contractor Is Obliged To Separate And Secure The Area Of ​​Works Being Carried Out.5. The Contractor Is Responsible For The Performance Of Works, Partial Acceptance (If Applicable) And Organization (Ohs, Fire Protection, And Health And Safety Coordination) At The Work Site. All Activities Should Be Conducted And Performed Based On Current Standards And Regulations.6. It Is Recommended That The Contractor Make A Site Visit To The Construction Site And Obtain Any Information That May Be Necessary To Prepare An Offer. A Visit Is Recommended But Is Not A Necessary Condition For Submitting An Offer Within The Meaning Of Article 131(2) Of The Act.7. Designation Of The Subject Of The Contract According To The Common Procurement Vocabulary (Cpv):45233120-6 Road Construction Works45233129-9 Construction Works In The Field Of Road Intersections45233340-4 Foundation Of Pedestrian Paths45233150-5 Traffic Regulation Works45111300-1 Demolition Works45111200-0 Preparation Works Land For Construction, Earthworks45233320-8 Road Foundations45236000-0 Land Leveling8. If The Contractor Finds That The National Standards Or European Standards Or International Standards Used In The Swz And In The Annexes To The Swz May Indicate The Producers Of The Products Or Their Sources Of Origin, The Ordering Party Allows Equivalent Solutions In This Respect. This Means That The Technical Parameters Of The Products Indicated In This Way Determine The Minimum Expectations Required By The Ordering Party As To The Quality Of The Products To Be Used To Perform The Subject Of The Contract. Moreover, In Each Case, Stating That The Description Or Feature Of The Described Product, Which May Indicate The Source Of Origin Or Manufacturer, The Contractor Is Also Entitled To Use Equivalent Products, Which Means Those With Technical Parameters Not Worse Than Those Indicated In The Swz And/Or In The Annexes To The Swz. It Is Also Allowed To Demonstrate This Equivalence With Standards Equivalent To Those Indicated In The Opz. The Burden Is On The Contractor To Indicate Equivalence. When Selecting Equivalent Materials, The Contractor Is Also Obliged To Ensure That The Indicators Specified In The Opz Are Achieved.