Tenders Are Invited For Reconstruction Of Municipal Roads In The Radzyń Chełmiński Commune In The Towns Of: Kneblowo, Gawłowice, Czeczewo, Zielnowo, Radzyń Wybudowanie And Radzyń Wieś

1. The Subject Of The Contract Is The Performance Of Construction Works In The Scope Of Reconstruction Of Municipal Roads In The Commune Of Radzyń Chełmiński In The Following Towns: Kneblowo, Gawłowice, Czeczewo, Zielnowo, Radzyń Wybudowanie And Radzyń Wieś. The Scope Of Works Concerns In Particular The Execution Of Six Tasks: Task 1: Reconstruction Of The Commune Road No. 041626C In Kneblowo On The Length Of 450 Meters Includes The Execution Of: A) Earthworks: Measurement Works - Road Route In The Plain Area; Topsoil Removal - 15 Cm; Formation And Compaction Of Embankments With Simultaneous Escarpment Up To 3 M High With Bulldozers In The Soil Of Category I-Iib) Substructure: Earthworks Performed With Scrapers For Storage, Moving The Spoil Up To A Distance Of 200 M, Soil Category Iii - Collecting A Layer Of Roadsides And Fertile Soil; Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement; Foundation Made Of Broken Aggregate (0-31.5), Layer 20 Cm Thick After Compaction; C) Road Surface - Width 3.5 M: Cleaning The Foundation; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 8-12 Mm Fraction In The Amount Of 10.0 Dm3/M2 (Roadway And Exits); Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 5-8 Mm Fraction In The Amount Of 8.0 Dm3 / M2; D) Roadside Surface - Width On Both Sides 0.75 M: Upper Layer Made Of Crushed Stone; E) Ditches: Earthworks With Transport Of Excavated Material - Regulation; Restoration Of Ditches Within The Right-Of-Way; F) Inventory: Geodetic As-Built Inventory. Task 2: Reconstruction Of The Municipal Road No. 041623C In Gawłowice On The Length Of 432 Running Meters Includes The Execution Of: A) Earthworks: Measurement Works - Road Route In The Plain Area; Earthworks Carried Out With Scrapers For Stacking, Transport Of Spoil Over A Distance Of Up To 200 M, Soil Category Iii - Collecting A Layer Of Roadsides And Fertile Soil; Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement; Foundation Made Of Broken Aggregate (0-31.5), Layer 20 Cm Thick After Compaction; B) Road Surface - Width 3.50 M: Cleaning The Foundation; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 8-12 Mm Fraction In The Amount Of 10.0 Dm3/M2 (Roadway And Exits); Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 5-8 Mm Fraction In The Amount Of 8.0 Dm3/M2; C) Roadside Surface - Width On Both Sides 0.75 M; Top Layer Made Of Crushed Stone; D) Ditches: Earthworks With Transport Of Excavated Material - Regulation; Reconstruction Of Ditches Within The Right-Of-Way; E) Inventory: Geodetic As-Built Inventory. Task 3: Reconstruction Of The Municipal Road No. 041631C In The Town Of Czeczewo On The Length Of 770 Running Meters Includes: A) Earthworks: Measurement Works - Road Route In The Plain Area; Topsoil Removal - 15 Cm; Leveling The Existing Foundation With Crushed Stone Sorted With Mechanical Compaction - The Average Layer Thickness After Compaction Is Over 10 Cm - Over A Section Of About 40 M; Forming And Compacting Embankments With Simultaneous Escarpment Up To 3 M High With Bulldozers In The Soil Of Category I-Ii; Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement; Foundation Made Of Broken Aggregate (0-31.5), Layer 20 Cm Thick After Compaction; B) Road Surface - Width 3.50 M: Cleaning The Foundation; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 8-12 Mm Fraction In The Amount Of 10.0 Dm3/M2 (Roadway And Exits); Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 5-8 Mm Fraction In The Amount Of 8.0 Dm3 / M2. C) Roadside Surface - Width On Both Sides 0.75 M: Upper Layer Made Of Crushed Stone. D) Ditches: Earthworks With Transport Of Excavated Material - Regulation; Restoration Of Ditches And Slopes Within The Right-Of-Way; E) Inventory: Geodetic As-Built Inventory. Task 4: Reconstruction Of Municipal Road No. 041625C In Zielnowo On The Length Of 470 Running Meters Includes The Execution Of: A) Earthworks: Measurement Works - Road Route In The Plain Area ; Mechanical Felling Of Trees With Stump Removal - Willows; Removal Of Topsoil - 15 Cm; B) Foundation: Earthworks Carried Out With Scrapers For Storage, Transport Of Excavated Material At A Distance Of Up To 200 M, Soil Category Iii - Collecting A Foundation Layer On The Old Road Track; Leveling The Surface After Felling With A Layer Of Sand And Mechanically Compacted Recovered Foundation With An Average Thickness Of 25 Cm; Strengthening The Substrate By Stabilizing It With Cement; Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement; Foundation Made Of Broken Aggregate (0-31.5), Layer 20 Cm Thick After Compaction; C) Road Surface - Width 3.50 M: Cleaning The Foundation; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 8-12 Mm Fraction In The Amount Of 10.0 Dm3/M2 (Roadway And Exits); Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 5-8 Mm Fraction In The Amount Of 8.0 Dm3/M2. D) Roadside Surface - Width On Both Sides 0.75 M: Upper Layer Made Of Crushed Stone. - Regulation; Restoration Of Ditches And Slopes Within The Right-Of-Way; F) Inventory: Geodetic As-Built Inventory. Implementation Of Task 4 Reconstruction Of Municipal Road No. 041625C In Zielnowo Is Co-Financed From The Budget Of The Kuyavian-Pomeranian Voivodeship From The Exclusion Of Agricultural Land From Production. Task 5 Reconstruction Of The Commune Road No. 041643C And 041617C In The Village Of Radzyń Wybudowanie On The Length Of 230 Meters Includes The Execution Of: A) Earthworks: Measurement Works - Road Route In The Plain Area; Earthworks Carried Out With Scrapers For Stacking, Transport Of Spoil Over A Distance Of Up To 200 M, Soil Category Iii - Collecting A Layer Of Roadsides And Fertile Soil; Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement; Foundation Made Of Broken Aggregate (0-31.5), Layer 20 Cm Thick After Compaction; B) Road Surface - Width 3.50 M: Cleaning The Foundation; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 8-12 Mm Fraction In The Amount Of 10.0 Dm3/M2 (Roadway And Exits); Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Chippings Of 5-8 Mm Fraction In The Amount Of 8.0 Dm3 / M2. C) Roadside Surface - Width On Both Sides 0.75 M: Upper Layer Made Of Crushed Stone. D) Ditches: Earthworks With Transport Of Excavated Material - Regulation; Restoration Of Ditches Within The Right-Of-Way; Janowo And Plot No. 12, Precinct 0009 Radzyń, Wybudowanie On The Length Of 660 Running Meters Includes The Execution Of: A) Earthworks: Measurement Works - Road Route In The Plain Area; Execution Of The Roadbed On Road Widenings And Shoulders In Soil Category Iii-Iv - 20 Cm Of Bed Depth With Removal Up To 5 Km; Foundation Made With Agricultural Equipment From Stabilized Soil, Cement, Lime And Fly Ashes - 20 Kg Of Binder Per 1M2 Of Foundation - Foundation Thickness After Compaction 20 Cm; Foundation Layer Made Of Natural Aggregates, Thickness 20 Cm; C) Road Surface - Width 3.50 M: Cleaning The Foundation; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone (Basalt) Grit Of 8-12 Mm Fraction In The Amount Of 10.0 Dm3/M2; Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone (Basalt) Chippings, Fraction 5-8 Mm In The Amount Of 8.0 Dm3/M2. Compaction Of Roadsides With Compactors.E) Ditches: Earthworks With Transport Of Excavated Material - Digging And Adjustment; Restoration Of Ditches And Slopes Within The Right-Of-Way; F) Inventory: Geodetic As-Built Inventory. Aggregates Used For The Foundation Must Be Of Carbonate Origin (Dolomite, Basalt Or Granite). Aggregates Of Limestone Or Sandstone Origin Are Not Allowed.2. A Detailed Description Of The Scope Of Works And The Technologies Of Their Execution Are Specified In The Following Documents Which Are Annexes To The Swz: 1) Contract Template (Appendix No. 3) 2) Detailed Technical Specifications (Appendix No. 4) 3) Bills Of Quantities (Appendix No. 5) 4) Projects (Appendix No. 6). The Employer Encloses The Bill Of Quantities To The Swz, Which Should Be Treated As Auxiliary And Supplementary Material In Relation To The Construction Documentation. In The Field, They Should Be Made Manually Under The Supervision Of Network Administrators. The Contracting Authority Additionally Explains That In Each Case Of Using References To Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Sec. 1 Point 2 And Par. 3 Of The Public Procurement Law, Allows Solutions Equivalent To Those Described, And Such A Reference Is Accompanied By The Words Or Equivalent, Provided That They Ensure The Achievement Of Technical Parameters And Safety Of Use Similar Or Better Than Those Assumed, Provided That The Contractor Proves In The Offer That The Proposed Solutions Meet The Requirements To An Equivalent Degree Requirements Specified In The Description Of The Subject Of The Order. Required Minimum Guarantee Period: 36 Months From The Date Of The Protocol Receipt Of The Subject Of The Order.