Tenders Are Invited For Renovation Of The Municipal Road Of Leśniczówka Street

1. General Description Of The Subject Of The Contract. 2 Cm On A Foundation Made Of Stone Aggregate With Limestone Rock With A Diameter Gr. 8 Cm. Land Ground: On The Initial Section On The Episode ~ 150 M, The Substrate Dubious Gliniasto-Piaszczyte /G3 /. On The Remaining Length Of The Sandy, Niedyadin /G1 /. The Width Of Road Hardening: 4.00 ÷ 5.00 M. Bilateral Roadside With A Width Of 0.50 ÷ 0.75 M. The Traffic Route For Traffic Is Regulated. There Are Numerous Ruts, Unevenness And Poultry In The Surface. The Road Level Is Adapted To The Height Of The Existing Inclination. Transverse Declines Are Partially Profiled Along The Entire Length Of The Road. The Rainwater Rainfall Is Uncontrolled To Existing Roadside Ditches And To The Road Plot. Rainwater Causes Frequent Deformation Of The Surface And Water Stagnants Form. Along The Way, A Local Traffic With Medium Intensity Takes Place. Claim:- Energy Connections,- Overhead Power Line And Telecommunications Traffic: Passenger Cars And Vans, Agricultural Equipment Vehicles And Sporadically Trucks. This Renovation Will Significantly Improve Communication, Ensure Safety For Drivers And Pedestrians. It Will Eliminate The Floating Of Dust, Which Was A Great Nuisance For Residents. The Designated Development: A. Technical And Design Details For The Road: 1. A Whole Road Length - 1506.96 Mb2. The Width Of The Road Surface Throughout The Entire Episode Routes: Width 4.50 Me Horizontal Arches Widening The Road: Width 4.50 ÷ 5.00 Mszeroky Roadside On The Whole: 0.50 M3. Road Class D - Access 4. Design Speed - 30 Km/H5. Cutting With Movement - Kr16. Transverse: One -Sided - 2% And Canopy - 2% 7. Room Of The Road: Asphaltobetone On The Foundation Of The Aggregate Stonegodnolomitowegob. The Route Of The Designed Road Coincides With The Existing Route And Houses The Legal Limits Of The Road Lane. The Road Level Has Been Adapted To The Existing Slopes And To The Height (Ordinary) Entrances Of The Construction Of The Pavement: For The Access Road, Assuming The Load On The Traffic As Light / Kr1 / The Following Structural Layers Of The Surface Were Adopted: I. For The Existing Ground, The Grupa Grupa - G1. Air From The Ground On The Entire Section Of The Road In Hm: 1 + 40.87 ÷ 15 + 06.96A/ Lower Alignment Of The Existing Substrate With Dolomite Crushed Crushed. About Fr. 0/63 Mm With 15 Cm, B/ Upper Gnoma Inclusion Klińcel Dolomit.O Fr. 0/13.5 Mm With Gr 7 Cm, C/ Ac16w Asphaltobetone Binding Layer - Gr. 4 Cmd/ Achtable Layer Asphaltobetone Ac11s - Gr. 3 Cmii. For A Substrate Existing Only On Hm: 0 + 00 ÷ 1 + 40.87 For The Land Group - G3 .A/ Stabilization Layer From The Mixture Of C/ P O Rm = 2.50 Mpa, With A Gr. 15 M, Produced In The Label, Laid In A State Of Optimal Humidity, Compacted By Rolling/ Lower Leveling Of The Existing Substrate Dolomit. About Fr. 0/63 Mm, 15 Cm Gr., C/ Upper Crinking Of The Crushed Stone. 0/ 31.5 Mm, With Gr 5 Cm, D/ Binding Layer Asphaltobetone Ac16w - Gr. 4 Cme/ Abart Layer Ac11s Asfa