Tenders Are Invited For Construction Of The Street Dolomite In Góra Siewierska

1. Subject Of The Order. The Subject Of The Order Is The Execution Of Construction Works Consisting In The Construction Of A Road In Góra Siewierska, Ul. Dolomitowa Marked In The Documentation - Route No. 3, 198.64 Meters Long, Plot No. 483/25, Góra Siewierska District. The Contract Must Be Executed In Accordance With: 1. Design Documentation: 1.1. Construction And Executive Design, 1.2. Technical Specification For The Execution And Acceptance Of Construction Works, 1.3. Bill Of Quantities For Construction Works, 1.4. Construction Permit Issued By The Starosta Of Będzin No. 795.2017 Of August 1, 2017. 1.5. Geotechnical Opinion.2. Swz With Attachments,3. Draft Provisions Of The Contract, 4. Answers To Questions Provided During The Tender Procedure (If Applicable),5. Arrangements From Coordination Meetings At The Stage Of Works Implementation (If Applicable). All Of The Above. Documents Should Be Treated As Complementary To Each Other. All Requirements Specified In The Documents Indicated Above Are Minimum Requirements And Their Fulfillment Is Obligatory.2. The Subject Of The Order Includes In Particular:2.1. Mechanical Dismantling Of The 15 Cm Thick Stone Aggregate Foundation, 2.2. Removal Of A 15 Cm Thick Layer Of Fertile Soil - Humus, 2.3. Mechanical Construction Of The Road Bed With A Thickness Of 58 Cm,2.4. Removal And Disposal Of Excavated Material From Dredging, 2.5. Construction Of A Foundation Made Of Cement-Stabilized Soil, 15 Cm Thick, 2.6. Construction Of A Frost-Protective Layer Of Non-Seeded Soil, 22 Cm Thick, 2.7. Construction Of The Basic Foundation From Mechanically Stabilized Crushed Aggregate 0-63 Mm - 15 Cm Thick, 2.8. Construction Of The Basic Foundation From Mechanically Stabilized Crushed Aggregate 0-31.5 Mm - 10 Cm Thick, 2.9. Framing The Road With A Concrete Curb Measuring 15X30x100 Cm, 2.10. Construction Of A Surface Made Of Behaton Concrete Cubes, 8 Cm Thick, On A 4 Cm Thick Cement-Sand Ballast, With An Area Of ​​Approximately 1,007 M2.2.11. Construction Of 4 Street Inlets With A Settling Tank, 2.12. Construction Of Rainwater Drains From Pipes Diameter 200,2.13. Planting And Topsoiling Of The Ground Surface, 2.14. Surveying Services During The Execution Of Works And Preparation Of Post-Construction Surveying Inventories.