Tenders Are Invited For Construction Of Municipal Road No. 284001P In Dąbrówka Kościelna, Kiszkowo Commune in Poland

Work Detail

3. The Planned Investment Includes The Construction Of A Municipal Public Road Class D. The Construction Of A New Section Of The Municipal Road Is Planned From The Intersection With The District Road No. 2393P In Dąbrówka Kościelna Commune. Kiszkowo Poviat Gniezno (Km 0+480.0). The Total Length Of The Section Is 0.96 Km. The Municipal Road Was Designed As A Road With A Bituminous Surface With A Constant Width Of 5.0 M (On Straight Sections). The Roadway Has A Road Cross-Section With An Absorbent Ground Shoulder On Both Sides, Hardened With Aggregate, 0.75 M Wide, Intended For Possible Pedestrian Traffic. 8 Circular Curves Were Designed Along The Road. The Following Structures Were Adopted For The Designed Road Elements: Roadway And Exits With A Bituminous Surface - Ac11s 50/70 Kr2 Gr. 4Cm - Bonding Tape Ac16w 50/70 Gr. 8Cm - W-Wa Of The Basic Foundation With Kłsm 0/31.5Mm C90/3 Thickness. 7Cm (E2=130 Mpa) - Above-Ground Base Of Kłsm 0/63Mm C90/3 Thickness. 15 Cm - In-Wall Of Reinforced Substrate Made Of A Mixture Bound With A Hydraulic Binder - C3/4 Thick Stabilization. 15 Cm (E2 = 80 Mpa) Roadside Reinforced With Kłsm 0/31.5 Mm Thick. 15Cm - The Roadside Should Be Made At A Width Of 75Cm With A Transverse Slope Of 6.0%. The Roadsides Should Be Made Of 0/31.5Mm Aggregate From Hard Rocks (E.G. Granite).4. A Detailed Description Of The Subject Of The Order Is Included In: A) Annex No. Ab) Design Documentation: Bid Cost Estimate/Bill Of Quantities Land Development Project - Maps Technical Specification For The Execution And Acceptance Of Works C) Specification Of The Terms And Conditions Of The Order, Part Of Which Is The Description Of The Subject Of The Order D) Contract Template - Annex No. 5

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