Site work and paving for a civil project in Park Rapids, Minnesota. Completed plans call for site work for a bridge / tunnel; road / highway; and for paving for a road / highway.

Project Description: CSAH 24, 12' x 7' PC Box Culvert Construction Location: On CSAH 24, 0.3 Mile West of the Junction to CSAH 7. Type of Work: Structure Replacement (12' X 4' PC Box Culvert), Approach Grading, and Bituminous Surfacing Structure Replacement (12'x7' Box Culvert), Approach Grading, and Bituminous Surfacing Approximate major items of work are: 215 Cu.Yd. of Excavation - Common; 236 Cu.Yd. of Common Embankment (CV); 616 Tons of Aggregate Base Class 5; 183 Tons of Type SP 12.5 Wearing Course Mixture (2, C); 36 Lin. Ft. of 12'x 4' Precast Concrete Box Culvert; 2 Each 12' x 4' Precast Concrete Box Culvert End Sections; 780 Cu. Yd. Structure Excavation, Class U; 609 Cu. Yd. Granular Backfill (CV); 67 Cu. Yd. of Random Riprap Class III; 1050 Lin. Ft. Silt Fence, Type HI; 620 Sq. Yd. of Rapid Stabilization Method 4. Approximate major items of work are: 585 Sq. Yds. Remove Bituminous Pavement; 70 Lin. Ft. Remove Pipe Culvert; 403 Cu.Yd. of Common Embankment (CV); 1 Lump Sum Dewatering; 455 Tons of Aggregate Base Class 5; 138 Tons of Type SP 12.5 Wearing Course Mixture (2, C); 66 Lin. Ft. of 12'x7' Precast Concrete Box Culvert; 2 Each 12' x 7' Precast Concrete Box Culvert End Sections; 3031 Cu. Yds. Structure Excavation Class U; 73 Cu. Yd. of Random Riprap Class III; 631 Lin. Ft. Silt Fence Type HI, 564 Sq. Yds. Rapid Stabilization Method 4. Project Major Items: 2104.504/00120 Remove Bituminous Pavement S Y 1,296.00 2106.507/00130 Common Embankment (Cv) C Y 639.00 2211.509/00070 Aggregate Base Class 5 Ton 1,071.00 2360.509/12300 Type Sp 9.5 Wearing Course Mix (2,c) Ton 321.00 2412.502/12040 12x4 Precast Concrete Box Culv End Sect Each 2.00 2412.502/12070 12x7 Precast Concrete Box Culv End Sect Each 2.00 2412.503/12040 12x4 Precast Concrete Box Culvert L F 36.00 2412.503/12070 12x7 Precast Concrete Box Culvert L F 66.00 2451.507/00035 Structure Excavation Class U C Y 3,811.00 2451.507/00080 Granular Backfill (Cv) C Y 2,645.00 2563.601/00010 Traffic Control Ls 2.00 2575.504/00110 Rapid Stabilization Method 4 S Y 1,184.00 Expected Award Date:08/06/2024 Project Start Date:09/03/2024 Construction Start Date:09/03/2024 Construction End Date:10/04/2024 Contractors who intend to Submit a Bid Proposal on this Contract must obtain a Plan and Proposal from the Hubbard County Highway Department to become a Plan Holder and receive addendums. Contractors, Subcontractors, Material Suppliers, and interested parties providing quotes can obtain a REVIEW copy of the plans and proposal at online at no charge. Bids must be accompanied by a certified check or corporate surety bond made payable to the Hubbard County Treasurer for at least 5% of the total amount of bid in the proposal. Bids will be opened and read publicly by Andrea Weleski, County Engineer, or a designated representative at the Hubbard County Public Works Office, on behalf of the Hubbard County Board of Commissioners, immediately after the hour set for receiving bids. The Hubbard County Board of Commissioners reserves the right to reject any or all bids and to waive any irregularities therein, and further reserves the right to award the Contract to serve the best interests of Hubbard County