Tenders Are Invited For Reconstruction Of The Municipal Road In Nadbzurzańska Street In Łowicz - I Stage

1. The Subject Of The Public Procurement Is The Implementation Of The Investment Entitled: Reconstruction Of The Municipal Road In Nadbzurzańska Street In Łowicz - 1St Stage, Covered By Funding Under The Government Road Development Fund For 2025.2. The Scope Of The Planned Investment Includes The Reconstruction Of The Roadway Of Nadbzurzańska Street With A Width Of 6.5 M With A Local Narrowing To A Width Of 5.5 M To Calm Traffic. The Road Surface Will Be Made Of Asphalt Concrete. On The South Side, The Road Will End With A Concrete Resistor, Behind Which The Roadside From A 15 Cm Thick Asphalt Destruction Was Designed. A Concrete Curb Will Be Laid On The North Side. The Project Also Assumes The Implementation Of A Number Of Accompanying Elements, Aimed At Improving The Functionality And Safety Of All Road Users. Along The Rebuilt Section On The North Side, A 2.5 M Wide Bicycle Route Was Designed, Made Of Asphalt Concrete Layers, Constituting A Common Space For Pedestrian And Bicycle Traffic. As Part Of The Investment, The Construction Of Pavements With Bituminous And Concrete Cube And Individual Conventions To The Property Was Also Designed. A Cube Band / Band With Shrub Plantings Will Be Made Between The Pedestrian And Bicycle Road. On The Section Covered By The Reconstruction, 9 Parking Spaces Were Designed, Located In The Pasty Gulf. 3. Road Surface Structures Have Been Adapted To The Expected Load - The Kr -3 Traffic Category. In Consultation With The Employer, The Constructions Of Individual Elements Were Designed In Accordance With The Description Below: 1) The Road In The Existing Trail: A) The Ac11s Asphalt Concrete, Kr 3 - 4 Cm B) Structural Roadway2) Roadway In Expanded Places: A) Ac11s Abiding Layer For Kr 3 - 4 Cm B) Ac16w Asphalt Concrete Binding Broken Aggregate Stabilized Moss. 0/31.5 - 20 Cm After Thickening) Cement Soil Stabilization With The Addition Of Rm Stabilizer 2.5 - 5.0 Mpa - 30 Cm After Compaction. G) Native Ground 3) After The Expansion, The Steel Reinforcing Mesh Anchored Along The Entire Width Of The Road, I.E. Both On The Designed Layer Of Asphalt And The New Asphalt Foundation Ac 22P. Due To The Design Assumption, Which Is Strengthening The Road Structure, Use Steel Wire Mesh (Light Type) In Asphalt Layers Of The Surface. It Is Not Allowed To Use A Glass Or Glass -Carbon Fiber Mesh. Stabilized Moss. 0/31.5 - 15 Cm After Thickening) Cement Soil Stabilization With The Addition Of Rm Stabilizer 2.5 - 5.0 Mpa - 20 Cm After Compaction. E) Native Ground. 4. The Contractor Is Also Obliged To: 1) Carry Out The Process Of Reconstruction Of The Conflicting Power Network, In Accordance With The Employer Obtained From Pge Dystrybucja S.A. Conditions For Removing Collisions. The Contractor Will Be Obliged To Sign On Behalf Of The Ordering Party From Pge Dystrybucja S.A. Contracts For The Removal Of Collision, Performance Of The Cost Estimate Of Necessary Work And Their Receipt By The Network Gestor. In The Event Of Delays In Obt

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Global Tender Document	Tender Notice