Tenders Are Invited For Construction Of A Sanitary Sewage System In Gronówek

1. The Subject Of The Contract Entitled: Construction Of The Sanitary Sewage Network In Gronówko Includes The Construction Of A Gravitational And Pressure Sewage System Together With A Sewage Pumping Station On The Plot Marked With Registration No. 135/3, 96, 92/14, 99 And 105/1 In The Town Of Gronówko, Lipno Commune. The Description Of The Subject Of The Contract Also Includes: - Geodetic Service (Setting Out The Network Route, Sketches And Maps Of The As-Built Inventory) - 3 Sets - Archaeological Service - 2 Sets - Preparation Of As-Built Documentation Of The Works Performed - 1 Set - Camera Examination Of The Technical Condition Of The Gravitational Channel With The Marking Slopes And All Socket Connections On The Collector - 2 Sets, - Testing The Degree Of Soil Compaction In The Right Of Way - 1 Set - Preparation Of A Safety And Health Protection Plan - 1 Set - Arrangement And Development Of The Construction Site And Its Protection - Construction Insurance Up To The Amount In Question Orders. - Restoration And Restoration To The Original Condition Of The Areas Where Construction Works Will Be Carried Out, Related To The Construction Of Networks And Laterals. - Securing Excavations And Their Marking. - Execution Of Tests, Checks, Tests, Inspections And Technical Acceptances Required By Applicable Regulations (Among Other Things, Camera Network, Soil Compaction Test, Acceptance Of The Occupied Right-Of-Way). - Notification To All Industry Units Of The Fact Of Commencement Of Works And Cooperation With These Units In The Scope Of The Investment Task Being Carried Out. - Obtaining, On Behalf Of The Employer, A Decision To Occupy The Right-Of-Way And Cover The Related Costs. Decisions To Place Third-Party Devices In The Right-Of-Way Will Constitute Separate Decisions Issued At The Contractors Request To The Employer. Fees Related To Placing Third-Party Devices In The Right-Of-Way Will Be Covered Directly By The Employer On The Basis Of The Decision Delivered. - Coverage Of Damages Resulting From The Implementation Of The Investment And Resulting From The Contractors Fault. Works That Were Foreseeable At The Tender Preparation Stage And Were Not Reported To The Employer (Despite Their Absence In The Design Or Tender Documentation, And Resulting From The Construction Law, Polish Standards, Construction Art), Will Not Be Included In The Scope Of Additional Works And Will Have To Be Performed At The Contractors Own Expense. - If It Is Necessary To Replace The Soil To A Greater Extent Than It Results From The Bill Of Quantities And Tender Documentation, The Contractor Is Obliged To Replace The Soil Under A Lump Sum Agreement. Note: Additionally, The Ordering Party Informs That: The Design Documentation Includes The Reconstruction Of The Surface. This Description Of The Subject Of The Contract Does Not Include The Reconstruction Of The Surface. The Employer Resigns From Restoring The Asphalt Surface, I.E. The Binding And Wearing Course. The Contractor Is Obliged To Make The Foundation In Two Layers: From Lean B5 Concrete, 15 Cm Thick, And From Granite Aggregate, Grain Size 0-31.5 Mm, 30 Cm Thick. The Employer Requires That The Layer Of Aggregate Be Flush With The Existing Asphalt Pavement. Note: Additionally, The Ordering Party Informs That: Gravity Pipelines Should Be Made Of Pvc Pipes With A Uniform Cross-Section, Sn 8Kn/M2, Solid With An Elongated Socket With A Gasket And A Plastic Ring Protecting The Gasket Against Shifting And Disassembly, Factory-Installed In A Permanent Manner.Concrete Sewage Chambers (Monolithic Bottom With A Base), Rings And Reducers Should Be Made Of Hsr Sulphate-Resistant Concrete (Chemical Resistance To Exposure Class Xa 3, Concrete C 40/50, W8, Water Absorption < 5% (Also In The Base). Reducer Load Capacity Min. 500 Kn. The Chamber Elements Should Be Joined With Elastomeric, Self-Lubricating Gaskets. The Chambers Should Be Equipped With Steel Access Steps, Coated With Bright Plastic. The Manhole Top Should Be Made Of Cast Iron Manholes Of Class D 400, Filled With Concrete. Min 50 Mm Install Submersible Pumps With An Open Impeller In The Pumping Station. At The Bottom Of The Pumping Station Tank, Mount The Top Type Bottom. Knife Gate Valves, Ball Check Valves And A T 52 Flushing Attachment With A Gate Valve Should Be Installed On The Pipelines. Pipelines, Platforms, Ladders, Manholes, Guides, Ventilation Chimneys, Chains Should Be Made Of Acid-Resistant Steel. 2. A Detailed Description And Method Of Performance Of The Subject Of The Contract Are Specified In: A) Land Development Design, Technical Design, Detailed Technical Specification For The Execution And Acceptance Of Works And Geotechnical Opinion Constituting An Integral Part Of The Swz - Appendix No. 3 To The Swz. The Employer Additionally Attached The Bill Of Quantities To Appendix No. 3. The Attached Bill Of Quantities Is A File In Ath And Pdf Format. In The Event Of Any Discrepancies In The Data Contained In The Above-Mentioned Files, It Is Assumed That The Correct Data Is Contained In The Pdf Format. The Bill Of Quantities Is For Illustrative/Informative Purposes And Cannot Be The Sole Basis For Calculating The Offer Price. The Values ​​Presented In The Bill Of Quantities Are Used For Auxiliary Purposes In Calculating The Price Of The Offer, While The Price Offered By The Contractor Is A Lump Sum Price, And Therefore Should Include All Expenditures That Are Necessary To Perform The Subject Of The Contract Described In The Tor. B) Template Of The Contract - Constituting Appendix No. 4 To The Swz. 3. Requirements Related To The Performance Of The Contract In The Scope Of Employment By The Contractor Or Subcontractor On The Basis Of An Employment Relationship Of Persons Performing The Activities Indicated By The Contracting Authority Within The Scope Of Contract Performance, If The Performance Of These Activities Consists In Performing Work In The Manner Specified In Art. 22 § 1 Of The Act Of June 26, 1974 - Labor Code, The Following Types Of Activities Are Covered: A) Works Related To The Execution Of Sanitary Sewage Systems B) Works Related To Land Development The Contractor Is Obliged To Include In Each Subcontracting Agreement Relevant Provisions Obliging Subcontractors To Employ The Work Of All Persons Who Perform Work In The Manner Specified In Art. 22 § 1 Of The Labor Code. Detailed Requirements For The Implementation And Enforcement Of The Employment Requirement On The Basis Of An Employment Relationship Have Been Specified In The Contract Template Constituting Appendix No. 4 To The Tor. Swz, Including: Design Documentation, Technical Specifications For The Execution And Acceptance Of Works, Applicable Regulations, Including In Particular The Provisions Of The Act Of 7 July 1994 Construction Law And The Principles Of Technical Knowledge. Note: If The Description Of The Subject Of The Order Would Indicate Trademarks, Patents Or Origins In Relation To Materials Or Devices Or Solutions, Then In Accordance With The Public Procurement Law, The Ordering Party Allows Offering Materials / Devices / Equivalent Solutions. Materials Or Devices From A Specific Manufacturer Specify The Minimum Quality Parameters And Functional Characteristics That Must Be Met By Materials Or Devices Proposed By The Contractor In Order To Meet The Requirements Set By The Ordering Party And Are Only A Model, A Qualitative Example Of The Subject Of The Order, Which Means That The Ordering Party Accepts The Products With Quality Parameters And Functional Characteristics (Equivalent), I.E. Not Worse Than The Parameters Of The Indicated Product, Material, Device, Element And Will Recognize Each Product With The Indicated Or Better Parameters.