Tenders Are Invited For Reconstruction Of Municipal Road No. 130387C, Ul. Strzelecka In Janowiec Wielkopolski

1. As Part Of The Task In Question, It Is Planned To Reconstruct The Municipal Road On Strzelecka Street In Janowiec Wielkopolski On The Basic Section From Km 0+000.00 To Km 0+423.00 (Section No. 1 L=423.00 M) With A Bituminous Surface And Additional Section From Km 0+000.00 To Km 0+0.096 (Section No. 2 L1=96.00 M).L=423.00 M+ 96.00 M1.2. Common Cpv Procurement Vocabulary: Cpv Master Code 45233142-6 - Road Repair Works;45100000-8 - Site Preparation For Construction;45233140-2 - Roadworks;34922100-7 - Road Markings;2. The Matter Scope Of The Works Includes The Execution Of: 1) Basic Section No. 1 L = 423.00 Meter: A) Preparation Works: - Measurement Works For Linear Earthworks - Route Of Roads In The Plain Area; B) Demolition Works: - Dismantling The Surface Of Mineral Masses - Bituminous Gr. 4 Cm Mechanically; - Dismantling Of The Foundation Made Of Aggregate Thickness. 15 Cm Mechanically; C) Earthworks: - Topsoiling Of Slopes With Sowing With A Topsoil Layer Of 10 Cm; - Earthworks In The Soil Of Category Iii, Transverse Shifting With Integration Into The Embankment; - Earthworks Performed With Backhoe Excavators With A Bucket Capacity Of 0.40 M3 In Soil Of Categories I-Iii In Soil Previously Stored In Heaps With Transport Of The Excavated Material Over A Distance Of 1 Km By Self-Unloading Vehicles. Supplementary Expenditure For Each Further 0.5 Km Of Transport Over 1 Km In Self-Unloading Vehicles On The Terrain Or On Dirt Roads In Categories I-Ii; - Earthworks Performed With Dragline Excavators With A Capacity Of Buckets Of 0.60 M3 In The Soil Of Categories Iii-Iv With Transport Of Excavated Material Over A Distance Of 5 Km On Paved Roads With Self-Unloading Vehicles, Tab. Rz + Entrances; - Forming And Compacting Embankments And In The Ground Of Category Iii; - Mechanical Profiling And Compaction Of The Subsoil For Structural Layers Of Pavements In The Ground Of Categories I-Iv; D) Substrate: - Substructure Made Of Cement-Stabilized Soil Made With Agricultural Equipment - Thickness Of The Subgrade After Compaction 10 Cm;- Base Layer Made Of Natural Aggregate - Lower Layer With A Thickness Of 20 Cm After Compaction - Roadside Strips; - Base Layer Made Of Natural Aggregate - Lower Layer With A Thickness After Compaction Of 25 Cm - Roadway; E) Surface: - Mechanical Cleaning And Sprinkling With Asphalt Emulsion On Cold Crushed Stone Base Or Cement-Stabilized Soil, Emulsion Consumption 0.8 Kg/M2; - Surfaces Made Of Mineral-Bitumen Asphalt Mixtures With A Thickness Of 4 Cm (Binding Layer); - Mechanical Cleaning And Sprinkling K-60 Asphalt Emulsion On The Bituminous Surface, Emulsion Consumption 0.5 Kg/M2;- Surfaces Made Of Mineral-Bituminous Asphalt Mixtures With A Thickness Of 4 Cm After Compaction (Wearing Layer); D) Vertical And Horizontal Marking: - Vertical Road Signs - Prohibition, Order, Warning And Information Signs With An Area Of Up To 0.3 M2; - Vertical Road Signs - Prohibition, Mandatory, Warning And Information Signs For The Area Over 0.3 M2;- Vertical Road Signs - Posts Made Of Steel Pipes; E) Miscellaneous Works: - Vertical Adjustment Of Manholes For Water And Gas Valves; - Vertical Adjustment Of Manholes For Sewer Manholes; - Protection Of Existing Power Cables With Two-Piece Pvc Protective Pipes Wed. Up To 110 Mm;2) Additional Section No. 2 L = 96.00 Meter: A) Preparational Works: - Measurement Works For Linear Earthworks - Route Of Roads In Plain Terrain;B) Earth Works: - Removal Of A Layer Of Fertile Soil (Topsoil) With Up To 15 Cm Thick Using Bulldozers; - Topsoiling Of Slopes With Sowing With A Topsoil Layer Of 10 Cm; - Earthworks In Category Iii Soil With Cross-Cutting And Building Into The Embankment; - Earthworks Performed With Backhoe Excavators With A Bucket Capacity Of 0.40 M3 In In Soil Of Categories I-Iii In Soil Previously Stored In Heaps With Transport Of Excavated Material Over A Distance Of 5 Km On Roads With A Hardened Surface With Self-Unloading Vehicles Tab Rz + Entries; - Forming And Compacting Embankments And In Soil Of Category Iii; - Mechanical Profiling And Compaction Of The Subsoil For Construction Layers Pavement In The Ground Of Categories I-Iv;C) Substructure: - Subbase Made Of Cement-Stabilized Soil Made With Agricultural Equipment - Subbase Thickness After Compaction 10 Cm; - Subbase Made Of Natural Aggregate - Lower Layer With A Thickness Of 20 Cm After Compaction - Roadside Strips; - Subbase Made Of Natural Aggregate - Lower Layer, 25 Cm Thick After Compaction - Roadway; - Leveling Of The Existing Subgrade With Sorted Crushed Stone, Mechanically Compacted, Thick. Up To 10 Cm; D) Surface: - Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Crushed Stone Foundation Or Cement-Stabilized Soil; Emulsion Consumption 0.8 Kg/M2; - Surfaces Made Of Mineral-Bituminous Asphalt Mixtures, 4 Cm Thick (Binding Layer); - Mechanical Cleaning And Sprinkling Of Bitumen Emulsion K-60 On The Bituminous Surface; Emulsion Consumption 0.5 Kg/M2; - Surfaces Made Of Mineral-Bituminous Asphalt Mixtures With A Thickness Of 4 Cm After Compaction (Wearing Layer); E) Vertical And Horizontal Markings: - Vertical Road Signs - Prohibition, Mandatory, Warning And Information Signs About The Area . Up To 0.3 M2; - Vertical Road Signs - Posts Made Of Steel Pipes; F) Miscellaneous Works: - Protection Of Existing Power Cables With Two-Part Pvc Protective Pipes With A Diameter Of Up To 110 Mm; 2.2. The Subject Of The Order Is Described In Detail In The Documents Below: 1) Construction Project Entitled: Reconstruction Of The Municipal Road, Ul. Strzelecka W Janowiec Wielkopolski;2) Detailed Technical Specifications For The Acceptance And Execution Of Works;3) Bill Of Quantities;4) Design Of Permanent Traffic Organization;The Bill Of Quantities Attached To The Design Documentation Is Only Of Auxiliary Nature, The Remaining Documentation Is Of Primary Importance For The Valuation And Determination Of The Subject Of The Order. Design. The Ordering Party Requires The Contractor To Prepare Two Bid Cost Estimates For The Basic And Additional Sections In Accordance With The Attached Bills Of Quantities. 2.3. A Detailed Description Of The Subject Of The Order Is Included In The Design Documentation, Technical Specification For The Execution And Acceptance Of Construction Works.1) Pursuant To Art. 101 Section 4 Of The Public Procurement Law In The Event That The Technical Specifications For The Execution And Acceptance Of Works (Hereinafter Referred To As Stwiorb), The Design Documentation, I.E. The Document Describing The Subject Of The Contract, Includes A Reference To The Standards, Technical Assessments, Approvals, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Section 1 Point 2 And Section 3 Of The Public Procurement Law And Such References Were Not Accompanied By The Expression Or Equivalent, The Ordering Party Allows Solutions Equivalent To Those Described In Each Such Standard, Technical Assessment, Approval, Technical Specification, Technical Reference System. In Connection With The Above, It Should Be Assumed That Each Standard, Technical Assessment, Approval, Technical Specification, And System Of Technical References Appearing In The Description Of The Subject Of The Contract Is Accompanied By The Words Or Equivalent. Pursuant To Art. 101 Section 5 Of The Public Procurement Law, A Contractor Who Refers To Solutions Equivalent To Those Described In These Documents Is Obliged To Prove, By Attaching To The Offer, Appropriate Evidence Referred To In Art. 104-107 Of The Public Procurement Law, That The Proposed Solutions Meet The Requirements Specified In The Description Of The Subject Of The Contract. 2) Execution Of Construction Works: A) Implementation Of Construction Works Covered By The Subject Of The Order Must Be In Accordance With: Stwior Design Documentation, Swz, Draft Contract. In Matters Not Regulated, Applicable Equivalent Technical Conditions, State And Industry Standards, And Construction Law Provisions Should Be Followed. The Work Will Be Considered Completed If It Is Accepted Without Defects And All Works Included In The Subject Of The Order Are Completed; B) The Contractor Is Obliged To Have Documents Confirming The Permission For Use In Construction (Attestations, Certificates, Technical Approvals, Quality Certificates) For The Materials And Devices Used. The Contractor Will Provide The Documents Mentioned In The Previous Sentence On The Day Of Reporting The Completion Of The Works And Will Present Them At Each Request Of The Employer And The Supervision Inspector During The Works; C) The Contractor Is Obliged To Comply With Polish Harmonized Standards That Are In Force In Connection With The Performance Of The Works Covered By The Order And To Apply Their Provisions Equally With All Other Requirements. It Is Assumed That The Contractor Is Thoroughly Familiar With The Content And Requirements Of These Standards; D) The Contractor Is Responsible For The Disposal Or Transfer For Disposal Of Demolition Materials Or Waste Generated To Another Entity, Together With An Indication Of The Place And Method Of Disposal Or Other Use Of These Materials Or Waste; E) The Contractor Is Obliged To Prepare, In Accordance With The Applicable Regulations, A Temporary Traffic Organization Project, Approve It And Apply It In The Implementation Of The Task.3. When Implementing The Order, The Contractor May Entrust Part Of The Order To Subcontractors, With The Consent Of The Ordering Party. 3.1 Entrusting The Execution Of Part Of The Order To Subcontractors Does Not Release The Contractor From Responsibility For The Proper Performance Of The Order. 3.2 The Ordering Party Requests That The Contractor Indicate In The Offer The Parts Of The Order Whose Performance He Intends To Entrust To Subcontractors And Provide The Names Of Any Subcontractors, If They Are Already Known. 3.3. If The Change Or Resignation From The Subcontractor Concerns The Entity Whose Resources The Contractor Referred To, In Accordance With The Principles Set Out In Art. 118 Section 1 Of The Public Procurement Law, In Order To Demonstrate Compliance With The Conditions For Participation In The Procedure, The Contractor Is Obliged To Demonstrate To The Ordering Party That The Proposed Other Subcontractor Or Contractor Independently Meets Them To An Extent No Less Than The Subcontractor Whose Resources The Contractor Referred To During The Contract Award Procedure.