Site work and paving for a road / highway in Luverne, Minnesota. Completed plans call for site work for a road / highway; and for paving for a road / highway.

The Major Quantities of Work are: 1,410 Cu Yds. Common Excavation; 970 Cu Yds. Select Granular; 2700 Sq. Yds. Geogrid Reinforcement; 210 Cu Yds. Sandy Clay Loam Topsoil Borrow Bids must be accompanied by a certified check or corporate surety bond drawn in favor of the Rock County Treasurer in the amount of at least five percent (5%) of the proposal. The Board of Rock County Commissioners reserves the right to reject any or all bids and to waive any defects therein. Location Details City: Luverne County: Rock State/Province: MN Site Directions: On CR 52 1.1 Miles south of CSAH 4 Read Carefully the Provisions for the Wage Rates as Contained in the Special Provisions, as They Will Affect This Project. Attention is Called to the Fact That the Contractor Must Comply With the Special Equal Employment Opportunity Provisions as Contained in the Proposal. Est. Completion Date: May 30, 2025 This work shall consist of the excavation into the existing landslide area and roadway embankment and the reconstruction of the roadway embankment sideslope as a 2H:1V Reinforced Soil Slope (RSS) to the dimensions shown on the Plans. This work shall consist of the furnishing and placing soils and products for the Reinforced Soil Slope (RSS), including: Geogrid Reinforcement, Sandy Clay Loam Topsoil Borrow, Select Granular Material Modified -10%, Fertilizer, Seed, Rolled Erosion Prevention Product Category 30, and other incidentals in accordance with these Special Provisions and the Plans. Standards referenced herein are the American Standards ofTesting and Materials (ASTM) - 2014-2024, Geosynthetic institute (GRI), Philadelphia, PA-2014-2024, Geosynthetic Accreditation Institute - Laboratory Accreditation Program (GAI-LAP), Federal Highway Administration (FHWA) NHI-10-024 and 025, November 2009 and Minnesota DOT Standard Specifications for Construction 2020 Edition. The Owner shall be Rock County Highway Department. The RSS/Geotechnlcal consultant is Gale-Tec Engineering, Inc (GTE) which will be responsible for only review all submittals and RSS coordination. No field testing will be performed by GTE The Owner shall be Rock County Highway Department. The RSS/Geotechnlcal consultant is Gale-Tec Engineering, Inc (GTE) which will be responsible for only review all submittals and RSS coordination. No field testing will be performed by GTE The Department will maintain Detour Roads established by the Commissioner for through traffic diverted from the Project unless otherwise indicated in the Plan. The Contractor is not responsible for snow removal from roads or pedestrian facilities open to public traffic. All temporary traffic management must conform to and be installed in accordance with: o the "Minnesota Manual on Uniform Traffic Control Devices" (MN MUTCD); o the "Minnesota Temporary Traffic Control Field Manual" (Field Manual); (R) the "Speed Limits in Work Zones Guidelines"; o the "Minnesota Flagging Handbook"; o the "MnDOT Standard Signs and Markings Manual"; o the Plan; o all applicable standard Specifications and Special Provisions.