Tenders Are Invited For Reconstruction Of The Municipal Road No. 150822C Tarnówko - Kicko From Km 0+000 To Km 0+204, Length 0.204 Km And The Internal Road Located On Plot No. 3/2 From Km 0+000 To Km 0+178, Length 0.178 Km

Common Procurement Vocabulary: Cpv 45230000-8 Construction Works For The Construction Of Pipelines, Communication And Power Lines, Highways, Roads, Airports And Railways; Leveling The Land Deadline For Completion: 3 Months From The Date Of Concluding The Contract 1. Subject Of The Contract: The Subject Of The Contract Is The Reconstruction Of The Municipal Road No. 150822C Tarnówko - Kicko From Km 0+000 To Km 0+204, Length 0.204 Km And An Internal Road Located On Plot No. 3 /2 From Km 0+000 To Km 0+178, Length 0.178 Km. The Scope Of The Task Includes: A) Construction Of The Roadway - Asphalt Concrete Surface, B) Relocation Of The Existing Pavement - Concrete Cube Surface, C) Execution Of Exits - Concrete Cube Surface Concrete Thickness 8 Cm, D) Execution Of The Pavement - Pavement Made Of Concrete Cubes, Thickness. 6 Cm, E) Execution Of Shoulders - Pavement Made Of Unbound Mix C90/3, F) Execution Of Lighting. The Aim Of The Task Is To Improve Road Safety And Conditions. The Roads Covered By The Study Have Ground Surfaces, Locally Hardened With Aggregate. The Roads Are Single Carriageway With Different Longitudinal And Transverse Slopes. Roadways Have Numerous Irregularities And Ruts, Which Cause The Formation Of Rainwater Ponds. Due To The Function Performed, The Traffic Volume On The Road Sections In Question Is Low. In Their Existing State, The Roads That Are The Subject Of The Study, Which Are Located In Plots No. 3/2 And 5, Are Internal Roads Within The Meaning Of The Act Of March 21, 1985 On Public Roads (I.E. Journal Of Laws 2021, Item 1376). The Road Located On Plot No. 22 Constitutes The Route Of The Commune Road No. 150822C Between Tarnówko And Kicko. : 2% One-Sided − Longitudinal Slope: Variable − Road Surface: Asphalt Concrete B) Communal Road No. 150822 Tarnówko – Kicko: − Road Class: D − Road Category: Kr-1 − Road Width: 5.0 M − Road Cross Slope: 2% One-Sided − Longitudinal Slope: Variable − Road Surface: Asphalt Concrete − Sidewalk Width: 2.0 M − Sidewalk Cross Slope: 2% − Sidewalk Surface: Concrete Blocks − Shoulder Width: 0.75 M − Shoulder Cross Slope: 8% − Shoulder Surface: Unbound Mix. The Project Assumes The Construction Of Roads With An Asphalt Concrete Surface With A Width Of: 4.0 M (For The Internal Road On Plot No. 5) And 5.0 M (For Other Roads). The Shoulders Of The Unbound Mix C90/3 Were Designed Along The Roads. Along The Municipal Road No. 150822, On The Left Side, A 2.0 M Wide Pavement Made Of Concrete Cubes Has Been Designed. In The Scope Covered By The Study, The Project Also Assumes Relocation Of The Existing Sidewalk Along The Internal Road To Plot No. 22. The Sidewalks Will Be Separated From The Road With A Concrete Curb Measuring 15X30 Cm. In Order To Ensure More Favorable Conditions For The Drainage Of Rainwater, A One-Sided Transverse Inclination Of The Roadway Was Used. It Is Not Planned To Change The Drainage Method Of The Road System In Question. The Drainage Of Rainwater Has Been Left According To The Rules Applicable So Far And Will Be Carried Out Through Longitudinal And Transverse Slopes To The Adjacent Green Areas. Reconstruction Of The Existing And Construction Of New Exits To The Neighboring Properties With A Surface Of Concrete Cubes Is Planned. At The Junction Of The Roadway And The Exit, A Concrete Curb With Dimensions Of 15X22 Cm Has Been Designed, While On The Other Sides The Exit Will Be Limited With Concrete Resistors With Dimensions Of 12X25 Cm. For Plots That Are Fenced, The Width Of The Exit Roadway Should Be Adapted To The Width Of The Existing Gate. The Surface Of The Surface Of The Exits Should Be Fully Hardened Up To The Border Of The Right-Of-Way Or To The Entrance Gate. At The Ends Of The Area Covered By The Study, The Pavements Made Should Be Tied To The Existing Geometric Layout And A Smooth Transition In Height Between The Pavements Being Made And The Existing Ones Should Be Ensured. Structural Solutions: A) Roadway: - 4 Cm - Wearing Course Ac 11S - 5 Cm - Binding Layer Ac 16W - 20 Cm – Foundation Made Of Unbound Mix C90/3 - 20 Cm - Anti-Frost Layer Made Of Mix Or Soil Bound With Hydraulic Binder C1.5/2 - 25 Cm - Layer Of Improved Subgrade Made Of Unbound Mix Or Non-Heavy Soil With Cbr ≥ 20% - Separation Geotextile B) Exits - 8 Cm - Surface Made Of Concrete Cubes - 3 Cm - Cement-Sand Bedding - 20 Cm - Foundation Made Of Unbound Mix C90/3 - 20 Cm - Anti-Frost Layer Made Of Mix Or Soil Bound With Hydraulic Binder C1.5/2 - 25 Cm - Layer Of Improved Subgrade Made Of Unbound Mix Or Non-Swelling Soil With Cbr ≥ 20% − Separation Geotextile C) Sidewalk: − 6 Cm – Pavement Made Of Concrete Cubes − 3 Cm – Cement-Sand Bedding − 17 Cm – Foundation Made Of Unbound Mix C90/3 − 25 Cm - Layer Of Improved Subgrade Made Of Soil Stabilized With C0.4/0.5 Hydraulic Binder Or Rc0.5 Lime D) Shoulder: - 15 Cm - Unbound Mix C90/3 If Organic Soil Is Present, It Should Be Replaced With Non-Swelling Soil. Road Works In The Field Of Traffic Organization Should Be Carried Out In Accordance With The Design Of Permanent Traffic Organization. The Project Assumes The Adjustment Of The Height Of All Existing Above-Ground Devices (I.E. Wells, Gate Valves And Valves Of The Underground Utilities Network) Located Within The Road System Under Construction, Which Should Be Adapted To The Ordinates Of The Designed Surface. Before Starting The Works, The Route Of Underground Networks Should Be Marked. In The Areas Of Active Underground Utility Networks, It Is Strictly Forbidden To Use Mechanical Equipment. In The Vicinity Of The Existing Underground Utilities, The Works Should Be Carried Out Manually, By Making Control Excavations, In Accordance With The Arrangements, Observing The Instructions Of The Administrators And Under Their Supervision. The Planned Land Development - Electrical Industry. The Project Involves The Construction Of Road Lighting Dedicated To Illuminate The Pedestrian Crossing In The Town Of Tarnówko On Lighting Poles Of Anodized Aluminum With A Cylindrical-Conical Style, 6M High, With Luminaires Equipped With Led Light Sources. Suspension Height Of The Luminaire 6 M Directly On The Lighting Pole. The Post Is Anodized In A Natural Color Confirmed With The Investor Based On The Manufacturers Anodizing Color Charts. The Diameter Of The Pole At The Base Is At Least Fi 178 Mm. The Base Of The Column Is 400 Mm X 400 Mm And The Bolt Spacing Is 300 Mm X 300 Mm, Which Ensures The Stability Of The Entire Structure. The Post Is Protected By Anodizing Technology With A Minimum Thickness Of The Anodic Coating In The Range Of 20 To 25 Microns. The Pole Should Have A Declaration Of Performance Signed With The Ce Mark Issued By The Manufacturer. The Minimum Manufacturers Warranty Period For The Pole Is 5 Years. Power Supply From A New Cable And Measurement Connector Covered By A Separate Study Based On The Issued Conditions For Connection To The Power Grid No. 67730/2021/Od1/Zr2 Of September 29, 2021, Implemented By Enea Operator. With The Cable-Measuring Connector, The Newly Designed Lighting Cabinet Should Be Powered With A Yky 4 X 10 Mm2 Cable. The Road Lighting Will Be Controlled From The Newly Designed Lighting Cabinet Through A Digital Astronomical Programmer. The Diagram Of The Lighting Cabinet Is Shown In Figure No. E-2. The Hours Of Switching On And Off Are Determined On The Basis Of Data From The Table Of Sunrises And Sunsets And Corrections Made By The User. The Scope Of This Task Includes The Execution Of: − Power Supply To The Road Lighting Control Cabinet; − Building A Lighting Cabinet; − Assembly Of 2 Lighting Poles With A Height Of 6 M; − Assembly Of 2 Led Luminaires Made Of Aluminum Cast, Ip66, Total Power Of The Luminaire Min. 30W, Luminaire Luminous Flux Min. 120Lm/W, Light Color Temperature 4000K. (...)2. A Detailed Description And Scope Of Works Is Presented In The Design Documentation: A) Architectural And Construction Design Of The Road Industry Reconstruction Of Roads In The Town Of Tarnówko B) Architectural And Construction Design Of The Electrical Industry Reconstruction Of Roads In The Town Of Tarnówko C) Land Development Project Of The Road Industry And Electricity Reconstruction Of Roads In The Town Of Tarnówkod) Technical Design Of The Road Industry Reconstruction Of Roads In The Town Of Tarnówkoe) Technical Design Of The Electrical Industry Reconstruction Of Roads In The Town Of Tarnówkof) Attachments To The Construction Project Of The Road And Electricity Industry Reconstruction Of Roads In The Town Of Tarnówkog) Design Of Permanent Traffic Organization Reconstruction Of Roads In The Town Of Tarnówkoh) Documentation Of Subsoil Tests Reconstruction Of Roads In The Town Of Tarnówkoi) Technical Specifications For The Execution And Acceptance Of Electrical Construction Works Reconstruction Of Roads In The Town Of Tarnówko Tarnówkoj) Technical Specifications For The Execution And Acceptance Of Construction Works In The Road Sector Reconstruction Of Roads In The Town Of Tarnówko4. Requirements Of The Employer In Connection With Art. 95 Of The Public Procurement Law: The Employer Requires Employment Under An Employment Contract By The Contractor Or Subcontractor Of Persons Performing All Activities Included In The So-Called Direct Costs Based On An Employment Contract. This Requirement Applies To Persons Who Perform Activities Directly Related To Construction Works In The Scope Of The Performance Of The Subject Of The Contract In The Number Of People Necessary To Perform The Subject Of The Contract, Including: - Construction Worker - Road Works, - Construction Worker - Electrical Work, If The Performance Of These Activities Consists In Performing Work Within The Meaning Of The Provisions Of The Labor Code, Unless These Activities Are Performed By A Person As Part Of Their Business Activity. Detailed Requirements In Connection With Art. 95 Of The Public Procurement Law Were Included In §24 Of The Contract Template. A Detailed Description Of The Subject Of The Contract Was Included In The Swz.