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

Site Directions: From the intersection of State Highway 23 and CSAH 5, go north approximately 830' GRADING, RECLAMATION, BITUMINOUS SURFACING, BRIDGE 34530, BOX CULVERT, AND DRAINAGE BIDS CLOSE SEPTEMBER 30, 2025 KANDIYOHI COUNTY, MN. NOTICE TO CONTRACTORS: Project SAP 034-655-003, Grading, Reclamation, Bituminous Surfacing, Bridge 34530, Box Culvert, and Drainage on CSAH 55 from CSAH 5 to 1,238 feet south of TH 40. Combined estimated quantities of work are: Mobilization - 1 LS, Remove Sewer Pipe (Storm) - 1171 LF, Remove Bituminous Pavement - 10573 SY, Excavation-Common - 178406 CY, Excavation-Subgrade - 13976, Granular Embankment(CV) - 38055 CY, Select Granular Embankment(CV) - 28170 CY, Select Granular Embankment Mod 10%(CV) - 1063 CY, Common Embankment(CV) - 120251 CY, Temproary Stream Diversion - 1 LS, Settlement Plates - 6 EA, Subgrade Preparation - 34894 SY, Aggregate Base Class 5(CV) - 4838 CY, Full Depth Reclamation - 10526 SY, Type SP 9.5 Wearing Course Mix (3,C) - 44581 TON, Type SP 12.5 Non Wear Course Mix (3,C) - 3180 TON, Type S (TL-4) 42" Barrier Concrete(3S52) - 654 LF, Structural Concrete(1G52) - 267 CY, Structural Concrete(3B52) - 557 CY, Reinforcement Bars - 21380 LB, Reinforcement Bars (Epoxy Coated) - 212906 LB, Reinforcement Bars (Stainless-75KSI) - 455 LB, Bridge Slab Concrete(3YHPC-M) - 13800 SF, Structure Excavation - 1 LS, Prestressed Concrete Beams 30MH - 2065 LF, Structure Excavation - 1 LS, Architectural Surface Finish (single color) - 14510 SF, 12x9 Precast Concrete Culvert End Section - 2 EA, 12x9 Precast Concrete Box Culvert - 74 LF, Remove Existing Bridge - 1 LS, Pile Points 12" - 77 EA, Pile Analysis - 12 EA, CIP Concrete Piling 12" - 3090 LF, Steel H-Piling 10" - 725 LF, Metal Pipe Aprons - 13 EA, Concrete Pipe Aprons - 7 EA, Metal Pipe Culvert - 377 LF, Concrete Pipe Culvert - 413 LF, Drainage System Type (B910) - 1 LS, TP Pipe Drain - 219 LF, 18" CP Pipe Sewer(Smooth) - 1162 LF, 12" RC Pipe Sewer Design 3006 Class V - 86 LF, Construct Drainage Structure - 17 LF, Geotextile Filter Fabric - 426 SY, Random Riprap - 106 CY, Concrete Slope Paving - 619 SY, Concrete Walk - 600 SF, Concrete Curb and Gutter - 170 LF, Lighting System - 1 LS, End Treatment Tangent Terminal - 4 EA, Traffic Barrier - 437 LF, Traffic Control - 1 LS, Flagger (Railroad) - 800 HR, Stabilized Construction Exit - 1 LS, Silt Fence - 6474, Sediment Control Logs - 13426 LF, Rolled Erosion Prevention Cat 25 - 7235 SY, Seeding - 21 AC, Hydraulic Bonded Fiber Matrix - 75024 LB, Rapid Stabilization Method 3 - 136 MGAL, Multi-Component Pavement Markings - 16006 LF, and other construction items Attention is called to the fact that the contractor must comply with the Special Equal Employment Opportunity Provisions, contained in the proposal. The County Board reserves the right to accept or reject any or all bids and to waive any defects or technicalities therein and to award the contract in the best interest of the County.