Tenders Are Invited For Road Construction In Jasionna

The Subject Of The Order Is The Implementation Of The Investment Task Entitled: Construction Of A Road In Jasionna In The Design-Build Formula. The Scope Of The Subject Of The Order Includes: With The Removal Of Collisions, As Well As Obtaining Opinions, Decisions, Approvals, Arrangements And Permits For It, As Well As Obtaining A Decision To Authorize The Implementation Of A Road Investment Under The Act Of 10 April 2003 On Special Rules For The Preparation And Implementation Of Investments In The Field Of Public Roads And A Building Permit Or Notification Of Works That Do Not Require A Building Permit, Together With Obtaining A Certificate Of No Objection By The Relevant Architectural And Construction Authority, 2) Preparation Of Designs For The Division Of Real Estate Intended For Expropriation, 3) Characteristic Parameters Determining The Size Of The Facility Or The Scope Of Road Construction Works Section A: A) Roadway 5.00 M Wide And Approx. 503 M Long: - Removal Of A Layer Of Fertile Soil (Topsoil) From The Shoulders Of The Existing Road Along With Trenching Under The Designed Structural Layers Of The Roadway To A Depth Of 45 Cm, - Profiling Of The Subgrade For The Construction Layers Of The Roadway, - Execution Of An Improved Subgrade Made Of Soil Stabilized With C1.5/2 Cement - Max. 4 Mpa Thickness. Wed. 25 Cm, - Execution Of The Foundation Made Of Broken Aggregate 0-31.5 Mm, Mechanically Stabilized, Thickness. Wed. 20 Cm And A Width Of 5.00 M, - Execution Of The Binding Layer Of Asphalt Concrete Ac16w, Gr. Wed. 5 Cm And A Width Of 5.00 M, - Execution Of The Wearing Course Of Asphalt Concrete Ac11s, Gr. Wed. 4 Cm (Top Layer) And 5.00 M Wide, B) Road Framing - Execution Of A Concrete Retaining Plate 12X25x100 Cm On A Concrete Footing With A Resistance - Concrete C12 / 15, C) Shoulder Width 1.00 M Made Of Split Stone Cubes 15/17 Cm + 0, 75M Of Broken Aggregate, Section From Km 0+000 To Km 0+010: - Hardened Shoulder: • Execution Of Trenching Under The Designed Road Shoulder To A Depth Of Wed. 76 Cm, • Execution Of An Improved Substrate Made Of Soil Stabilized With C1.5/2 Cement - Max. 4 Mpa Thickness. Wed. 25 Cm, • Foundation Made Of Crushed Aggregate 0-31.5 Mm Stab. Mechanically Wed. 25 Cm, • Execution Of Cement-Sand Bedding, Thickness. Wed. 10Cm, • Arrangement Of Split Stone Cubes 15/17Cm, - Soil Shoulder: • Execution Of Trenching Under The Designed Road Shoulder To A Depth Of Approx. 10 Cm, • Execution Of The Shoulder Thickness. Wed. 10 Cm Of Broken Aggregate 0-31.5 Mm, - Shoulder Width 0.75 M, Section From Km 0+010 To Km 0+503: • Execution Of Trenching Under The Designed Road Shoulder To A Depth Of Approx. 10 Cm, • Execution Of The Shoulder Thickness. Wed. 10 Cm Made Of Broken Aggregate 0-31.5 Mm, D) Exits - Height Adjustment Of The Existing Exits To The Property Made Of Broken Aggregate 0-31.5 Mm, E) Roadside Ditch 2.60 M Wide - Excavation Along The Entire Section Of The Road To A Depth Of Approx. 0.70 M, F) Road Culverts And Drainage Devices: - Demolition Of Existing Culverts, - Construction Of New Culverts Fi 60, - Inventory Of Drainage Devices (Drains, Filters, Etc.) Along With Their Protection And Reconstruction If Necessary, G) Collisions - Height Adjustment Of Water Supply Network Devices, If Necessary, - Height Adjustment Of Sanitary Sewage Network Devices, If Necessary, - Demolition And Construction Of Power, Lighting And Teletechnical Poles, If Necessary, 4) Characteristic Parameters Determining The Size Of The Facility Or Scope Of Construction Works Reconstruction Of The Road Section B: A) Roadway 3.50 M Wide And Approx. 283 M Long: - Removing A Layer Of Fertile Soil (Topsoil) From The Shoulders Of The Existing Road Along With Trenching Under The Designed Structural Layers Of The Roadway To A Depth Of Approx. 45 Cm, - Profiling Of The Subgrade For The Construction Layers Of The Roadway, - Execution Of An Improved Subgrade Made Of Soil Stabilized With C1.5/2 Cement - Max. 4 Mpa Thickness. Wed. 25 Cm, - Execution Of The Foundation Made Of Broken Aggregate 0-31.5 Mm, Mechanically Stabilized, Thickness. Wed. 20 Cm And A Width Of 3.50 M, - Execution Of The Binding Layer Of Asphalt Concrete Ac16w, Gr. Wed. 5 Cm And A Width Of 3.50 M, - Execution Of The Wearing Course Of Asphalt Concrete Ac11s Gr. Wed. 4 Cm (Top Layer) And A Width Of 3.50 M, B) Shoulder Width 0.50 M: - Execution Of Trenches Under The Designed Road Shoulder To A Depth Of Wed. 10 Cm, - Execution Of The Shoulder Thickness. Wed. 10 Cm Made Of Broken Aggregate 0-31.5 Mm, C) Exits - Height Adjustment Of Existing Exits To The Property Made Of Broken Aggregate 0-31.5 Mm, D) Collisions: - Height Adjustment Of Water Supply Network Devices, If Necessary, - Height Adjustment Of Network Devices Sanitary Sewage System, If Necessary, - Demolition And Construction Of Power, Lighting And Teletechnical Poles, If Necessary, 5) Preparation Of An Investors Cost Estimate, 6) Preparation Of Technical Specifications For The Execution And Acceptance Of Construction Works, 7) Preparation Of Designs For Permanent And Temporary Traffic Organization 8) Execution Of Open Pits And Carrying Out Geotechnical Tests On The Entire Scope Of Works, 9) Removal Of Conflicts In The Field Of Power, Lighting And Telecommunication Poles, If Necessary, 10) Ensuring Full Geodetic Service During The Investment Implementation Along With Geodetic As-Built Inventory In Accordance With Applicable In This Respect, The Provisions Of The Law,11) Execution Of Construction And Assembly Works On The Basis Of The Design Documentation Prepared, In Accordance With The Obtained Road Investment Permit And The Building Permit Or Notification Of Works That Do Not Require A Building Permit,12) Moving The Existing Fences Beyond The Border Of The Designed Right-Of-Way, 13) Covering The Costs Related To The Occupation Of Land For The Duration Of Construction Works, Including Fees For Occupation Of Road Lanes And Other Areas, If Necessary, Administrative Decisions Along With The Preparation Of The Necessary Documentation,15) Obtaining All Other Decisions Necessary To Perform The Subject Of The Contract Required By Law,16) Conducting The Required Tests And Examinations And Preparing Documents Related To Putting The Constructed Facilities Into Use - If Necessary,17) Authors Supervision During The Implementation Of The Investment, Until The End Of The Warranty And Guarantee Period For The Completed Subject Of The Contract,18) Ensuring The Required Owners And Specialist Supervision, Including Conservation, Archaeological, Dendrological Or Other Required By Applicable Regulations,19) Organization And Securing The Construction Site, Including All Costs Related To The Organization Of The Construction Site And Construction Facilities, Including The Costs Of Utilities, Fencing Of The Construction Site. Any Connection Agreements For The Period Of Construction Works Will Be Included By The Contractor, Clearing The Site After Construction, 20) Preparation Of As-Built Documentation, 21) Obtaining The Final Occupancy Permit And/Or Notifying The Construction Supervision Authority Of The Completion Of Construction In Accordance With The Provisions Of Relevant Decisions And Applicable Laws And Obtaining A Certificate Of No Grounds For Raising An Objection By The Competent Authority To The Submitted Notification (If Required In Accordance With The Provisions Of The Act Of 7 July 1994 Construction Law),22) Other Activities, Works And Works Specified In The Functional And Utility Program, 23) And All Other Works And Activities Not Covered By The Swz, But Necessary For The Proper Performance Of The Subject Of The Contract Due To The Art Of Construction.