Tenders Are Invited For Reconstruction Of Roads Consisting In Changing The Surface To Concrete In The Towns Of Niestkowo And Machowino

Part I: Reconstruction Involving Changing The Surface To Concrete: Ul. Leśna In Niestkówduring The Works, The Following Will Be Carried Out: 1 Preparatory Works Measurement Works For Linear Earthworks - Road Route In Plain Terrain - 0.31 Km 2 Substructure, Road Surface Made Of Concrete Earthworks In Category Iii Soil Performed With Backhoe Excavators With A Bucket Capacity Of 0.25 M3 With Transport Of Excavated Material With Self-Unloading Vehicles For A Distance Of Up To 5.0 Km - Road Bed With A Depth Of 30 Cm - 279 M3 Profiling And Mechanical Compaction Of The Subgrade For Structural Layers Of The Surface In Soil Categories I-Iv - 930 M2 Lower Layer Of The Foundation Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm With A Thickness After Compaction Of 15 Cm - 930 M2 Lower Layer Of 17 Cm Thick Concrete Surface C25/30 - 930 M2 3 Roadside Made Of Crushed Aggregate Earthworks In Category Iii Soil Performed With Backhoe Excavators With A Bucket Capacity Of 0.25 M3 With Transport Of Excavated Material With Self-Unloading Vehicles For A Distance Of Up To 5.0 Km - Roadside Beds With A Depth Of 15 Cm - 68.063 M3 Profiling And Mechanical Compaction Of The Subsoil For Structural Layers Of The Surface In Soil Of Categories I-Iv - 453.75 M2 Lower Foundation Layer Made Of Crushed Aggregate, Thickness After Compaction 15 Cm (Both Sides 2 X 0.75 M) - 453.85 M2 4 Foundation, Surface Of Concrete Exits To The Property (3 Pcs.) Earthworks In Category Iii Soil Performed With Backhoe Excavators With A Bucket Capacity Of 0.25 M3 With Transport Excavated Material With Self-Unloading Vehicles At A Distance Of Up To 5.0 Km - Exit Beds With A Depth Of 30 Cm - 13.2 M3 Profiling And Mechanical Compaction Of The Subgrade For Structural Layers Of The Surface In Soil Categories I-Iv - 44 M2 Bottom Layer Of The Foundation Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm With A Thickness After Compaction Of 15 Cm - 44 M2 Bottom Layer, 17 Cm Thick, Of Concrete Surface C25/30 - 44 M2 5 Vertical Adjustment Of Water And Sewage Fittings Vertical Adjustment Of Sewer Manholes - 2 Pcs 6 As-Built Documentation Preparation Of Acceptance Documents And As-Built Documentation - 1 Set. Features Of Hardened Concrete: Frost Resistance According To Pn-88/B-06250: 100 Degrees. F, Water Resistance According To Pn-88/B-06250: 8 Degrees. W. Transverse Joints Should Be Made Every 3.0 M, Approximately 10 Mm Wide And Approximately 50 Mm Deep. The Gaps Should Be Filled With Hot Or Cold Grouting Mass. A Detailed Description Of The Subject Of The Order Is Specified In The Specification Of Terms Of Order (Swz) Attached To This Contract, The Site Plan And Construction Cross-Section, The Technical Specification For The Execution And Acceptance Of Construction Works And, Additionally, The Bill Of Quantities, Which, As Annex No. 10, 11, 12 In The Swz, Constitute An Integral Part Of The Contract. The Bill Of Quantities Is An Auxiliary Document For The Preparation Of The Offer. 5. The Work