Tenders Are Invited For Reconstruction Of The Street Priest Piotr Ściegienne In Głowno

The Scope Of The Order Includes The Reconstruction Of Municipal Road No. 120596 E - Ul. Priest Piotra Ściegienne In Głowno Within The Existing Road, Including, Among Others, Construction Of A Rainwater Drainage System, Road, Sidewalk And Entrances To The Property And Reconstruction Of The Culvert Under The Road, In Accordance With The Design Documentation, Technical Specification For The Execution And Acceptance Of Construction Works And Swz. On The Municipal Road No. 120596 E - Ul. Priest Piotra Ściegienne In Głowno, A 5.00 M Wide Bituminous Road Was Designed (On The 505-529 M Section, The Width Varies From 5.00 M To 5.90 M) And A Roof Slope Of 2.00%. The Designed Road Will Be Limited On Both Sides By Concrete Curbs 15 X 30 Cm On A Concrete Footing With Resistance. The Planned Project Also Includes Renovation Of The Existing 1.50 M Wide Sidewalk Surface, Access To Gates, Exits And Reconstruction Of Existing Exits Together With The Substructure In Accordance With The Area Development Plan. Moreover, Within Ul. Targowa (Dp No. 5126 E), A Fragment Of A New Sidewalk, 1.80 M Wide, And A Surface Made Of Concrete Paving Stones, Was Designed. 8 Cm (Gray Cubes) In Order To Maintain The Continuity Of Pedestrian Traffic. In Addition, A One-Sided Shoulder Made Of Mechanically Stabilized Crushed Aggregate With A Width Of 0.75 M And A Transverse Slope Of 8.00% Was Designed. Additionally, The Task Should Include The Adjustment Of External Devices In Relation To The New Road Grade And The Surface Of Sidewalks, Accesses To Gates And Exits. The Completed Edges And Roadsides Should Be Covered With Earth, Flush With The Existing Terrain, And The Existing Green Areas Should Be Recreated And Sown With Grass Within The Existing Road Strip. In Addition, Existing Trees And Shrubs Colliding With The Planned Investment Should Be Removed And The Road Edges Should Be Adjusted. The Investor Is Obliged To Obtain Appropriate Permits For Cutting Down Conflicting Trees And Bushes Before Starting Construction Works. Construction Works Related To The Reconstruction Of The Municipal Road Will Not Interfere With The Intersection With The District Road No. 5125 E - Ul. Ostrołęcka. The Total Length Of The Reconstructed Road Is Approx. 529.00 M. Drainage Of The Municipal Road No. 120596 E (Ul. Ks. Piotra Ściegiennego) Will Be Implemented Through The Designed Sections Of The Storm Sewage System. Rainwater And Meltwater Will Be Collected Through The Designed Street Inlets And Discharged To The Designed Storm Sewage System. The Designed Sewage System Will Consist Of Inspection Wells Dn1000 Mm And Dn1500 Mm. The Concrete And Reinforced Concrete Elements Of The Well Will Be Made Of Vibro-Pressed Concrete, Class C35/45, With Waterproof Class W8 And Frost Resistance Class F-150. The Wells Located In The Road Will Be Crowned With A Cover Plate With A Relief Ring And A D400 Class Manhole. The Wells Will Be Placed On A C12/15 Concrete Bench And A Gravel Bench. 15 Cm. The Connection Of The Wells