Tenders Are Invited For Construction Of The Street Kasztanowa In Człuchów

The Subject Of The Order Is The Performance Of Construction Works As Part Of The Investment Task Entitled: Construction Of Ul. Kasztanowa In Człuchów. As Part Of The Investment, It Is Planned To Build A Section Of The Municipal Road At Ul. Kasztanowa In Człuchów.1.1. Pavement Structure. On The Municipal Road And The Exit At Km 0+102.43, A Surface With A Structural Cross-Section For The Kr3 Traffic Load Category Was Designed: - 8 Cm Thick Concrete Paving Stones, - 3 Cm Thick Cement-Sand Backfill, - 33 Cm Thick Main Base Made Of A Mixture Of C5/6 Cement-Bonded Aggregate, - 15 Cm Thick Auxiliary Base Made Of Cement-Stabilized Soil C1.5/2. At The Exits At Km 0+035.73, At Km 0+037.03 And At Km 0+097.73, A Surface With A Structural Cross-Section For The Traffic Load Category Kr2 Was Designed: - 8 Cm Thick Concrete Paving Stones, - 3 Cm Thick Cement-Sand Backfill, - 26 Cm Thick Basic Base Made Of A Mixture Of Cement-Bonded Aggregate C3/4, - 15 Cm Thick Auxiliary Base Made Of Soil Stabilized With C1.5/2 Cement. The Pedestrian Road Has A Surface With A Structural Cross-Section: - 6 Cm Thick Concrete Paving Stones, - 3 Cm Thick Cement-Sand Base, - 15 Cm Thick Main Base Made Of A Mixture Of C3/4.1.2 Cement-Bonded Aggregate. Water Supply Network. As Part Of The Road Construction, A Water Supply Network Is Planned With Two External Above-Ground Hp80 Hydrants. The Network Is Connected To The Existing 110Pe Water Supply Network On Plot 11/3. To Build The Water Supply Network, Use Pipes ∅ 110 Pe-100 Rc Sdr 17 Pn10.1.3. Rainwater Drainage Network. As Part Of The Road Construction, A Stormwater Drainage Network With Four 1,200 Mm Wells Is Planned. And Replacement Of The Existing Well With A 1,200-Bet Well (Well In The Existing Network). Additionally, The Designed Road Is Drained Using Three Inlets With Settling Tanks Connected To The Designed Network. Pvc-U Sn8 315X9.2 Rainwater Drainage Network. The Designed Section Of The Network Ends With A Concrete Well. A Well With A Profiled Base With A Hole For Further Expansion Of The Sewage Network. The Well Is Described As Kdd4.1.4. Lighting Construction. The Road Lighting Is Planned With Two-Chamber Luminaires With Led Light Sources On A Round Galvanized Steel Pole H = 7 M, In Which Power Cables Will Be Placed. The Newly Designed Road Lighting Will Be Powered By The Existing Eop Overhead Line Pole No. 570566-05 From To 566 In Accordance With Drawing E-0 Land Development Design. The Power Supply Should Be Provided With A Yakxs 4X25 Mm2 Cable. The Detailed Scope Of The Order Was Specified In The Design Documentation, Constituting Annex No. 8 To The Swz, Which Includes: Construction Design, Bill Of Quantities, Detailed Technical Specifications For The Execution And Acceptance Of Works (Stwior), Traffic Organization Design.