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Post-Bid
Published March 6, 2026 at 7:00 PM
Updated March 7, 2026
Site work and paving for a mixed-use development in Spring Park, Minnesota. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.
**As of March 6th, 2026 this project has not yet been awarded. A timeline for the award has not yet been established.* Location: Csah 19 and 51 in the Cities of Orono and Spring Park. The Major Items of Work Are Approximately: 1 Lump Sum Vibration Monitoring; 1 Lump Sum as Built; 1 Lump Sum Mobilization; 1 Each Field Office; 1 Each Field Laboratory; 132 Each Grubbing; 396 Sq Ft Pavement Marking Removal; 32 Each Remove Post; 12 Each Remove Lighting Unit; 24 Each Remove Concrete Steps; 15 Each Remove Manhole (Sanitary); 22 Each Remove Gate Valve; 8 Each Remove Hydrant; 15 Each Remove Drainage Structure; 78 Each Remove Sign; 12 Each Remove Light Foundation; 40 Each Remove Mail Box Support; 12 Each Salvage Boulder; 11 Each Salvage Sign; 2476 Lin Ft Sawing Bituminous Pavement (Full Depth); 4346 Lin Ft Remove Water Main; 1101 Lin Ft Remove Sewer Pipe (Storm); 4439 Lin Ft Remove Sewer Pipe (Sanitary); 1623 Lin Ft Remove Sewer Service Pipe (Sanitary); 1596 Lin Ft Remove Curb and Gutter; 1853 Lin Ft Remove Bituminous Curb; 42 Lin Ft Remove Concrete Parking Stops; 59 Lin Ft Remove Concrete Retaining Wall; 194 Lin Ft Remove Wood Retaining Wall; 272 Lin Ft Remove Stone Retaining Wall; 51 Lin Ft Remove Fence; 786 Lin Ft Remove Chain Link Fence; 438 Lin Ft Remove Wood Fence; 271 Lin Ft Remove Concrete Block Wall; 2007 Lin Ft Remove Water Service Pipe; 1089 Lin Ft Remove Conduit System; 543 Sq Yd Remove Concrete Driveway Pavement; 3130 Sq Yd Remove Bituminous Driveway Pavement; 18044 Sq Yd Remove Bituminous Pavement; 1131 Sq Yd Remove Gravel Driveway; 2298 Sq Ft Remove Brick Sidewalk; 1321 Sq Ft Remove Bituminous Walk; 11005 Sq Ft Remove Concrete Walk; 20 Each Remove Boulder; 493 Sq Ft Remove Brick Pavers; 13894 Cu Yd Excavation - Common; 4520 Cu Yd Excavation - Muck; 9243 Cu Yd Excavation - Subgrade; 3343 Cu Yd Select Granular Embankment (Cv); 4122 Cu Yd Select Granular Embankment Mod 10% (Cv); 3493 Cu Yd Common Embankment (Cv); 1 Lump Sum Dewatering; 651 Cu Yd Haul and Dispose of Contaminated Material; 3751 Cu Yd Light-weight Aggregate; 26 Cu Yd Aggregate Surfacing (Cv) Class 2; 225 Hour Street Sweeper (With Pickup Broom); 9 M Gallon Water; 6001 Cu Yd Aggregate Base (Cv) Class 6; 4090 Sq Yd Mill Bituminous Surface (2.0""); 704 Ton Type Sp 9.5 Wearing Course Mixture (2,c); 463 Ton Type Sp 9.5 Wearing Course Mixture (3,c); 2671 Ton Type Sp 12.5 Non Wearing Course Mixture (2,b); 3378 Ton Type Sp 12.5 Wearing Course Mixture (2,f); 24 Lin Ft Concrete Steps-design Special; 4659 Sq Ft Prefabricated Modular Block Wall; 2131 Cu Yd Structure Excavation Class U; 463 Cu Yd Fine Filter Aggregate (Cv); 118 Lin Ft Ornamental Metal Railing; 1 Each 12"" Rc Pipe Apron; 1 Each 21"" Rc Pipe Apron; 1 Each 30"" Rc Pipe Apron; 1 Each 58"" Span Rc Pipe-arch Apron; 1 Each Trash Guard for 12"" Pipe Apron; 1 Each Trash Guard for 58"" Span Pipe Apron; 5445 Lin Ft 4"" Perf Pe Pipe Drain; 35 Lin Ft 4"" Pvc Pipe Sewer; 39 Lin Ft 6"" Pvc Pipe Sewer; 3227 Lin Ft 8"" Pvc Pipe Sewer; 145 Lin Ft 15"" Pvc Pipe Sewer; 90 Lin Ft 18"" Pvc Pipe Sewer; 44 Lin Ft 44"" Span Rc Pipe-arch Sewer Class Iiia; 145 Lin Ft 58"" Span Rc Pipe-arch Sewer Class Iiia; 102 Lin Ft 12"" Rc Pipe Sewer Design 3006 Class V; 1752 Lin Ft 15"" Rc Pipe Sewer Design 3006 Class V; 639 Lin Ft 18"" Rc Pipe Sewer Design 3006 Class Iii; 134 Lin Ft 21"" Rc Pipe Sewer Design 3006 Class Iii; 37 Lin Ft 24"" Rc Pipe Sewer Design 3006 Class Iii; 1216 Lin Ft 30"" Rc Pipe Sewer Design 3006 Class Iii; 1 Lump Sum Temporary Bypass Pumping; 9 Each Connect to Existing Sanitary Sewer; 3 Each Connect to Existing Manholes (San); 9 Each Connect to Existing Storm Sewer; 50 Each 8""X4"" Pvc Wye; 225 Lin Ft Plug Fill and Abandon Pipe Sewer; 3391 Lin Ft Clean and Video Tape Pipe Sewer; 24 Lin Ft 15"" Pvc Slotted Drain; 1673 Lin Ft 4"" Pvc Sanitary Service Pipe; 1457 Lin Ft 6"" Pvc Force Main; 1 Lump Sum Temporary Water Service; 8 Each Connect to Existing Water Main; 11 Each Hydrant; 49 Each 1"" Corporation Stop; 1 Each 1.5"" Corporation Stop; 11 Each 6"" Gate Valve; 21 Each 8"" Gate Valve; 49 Each 1"" Curb Stop and Box; 1 Each 1.5"" Curb Stop and Box; 1571 Lin Ft 1"" Type K Copper Pipe; 27 Lin Ft 1.5"" Type K Copper Pipe; 275 Lin Ft 6"" Pvc Watermain; 4006 Lin Ft 8"" Pvc Watermain; 178 Pound Pipe Fittings; 2204 Pound Fittings; 1 Each Construct Drainage Structure Design Special 1; 1 Each Construct Drainage Structure Design Special 2; 1 Each Construct Drainage Structure Design Special 3; 1 Each Construct Drainage Structure Design Special 4; 1 Each Construct Drainage Structure Design Special 5; 1 Each Construct Drainage Structure Design Special 6; 1 Each Construct Drainage Structure Design Special 7; 1 Each Construct Drainage Structure Design Special 8; 1 Each Construct Drainage Structure Design Special 9; 18 Each Construct Drainage Structure Design 4007; 57 Each Casting Assembly; 52.7 Lin Ft Construct Drainage Structure Design G or H; 123.8 Lin Ft Construct Drainage Structure Design 48-4020; 57.5 Lin Ft Construct Drainage Structure Design 60-4020; 20.2 Lin Ft Construct Drainage Structure Design 72-4020; 5.5 Lin Ft Construct Drainage Structure Design 84-4020; 4.8 Lin Ft Construct Drainage Structure Design 90-4020; 3.7 Lin Ft Construct Drainage Structure Design 96-4020; 1 Each Connect Into Existing Drainage Structure; 29 Sq Yd Geotextile Filter Type 4; 12.3 Cu Yd Random Riprap Class Ii; 12 Each Place Boulder; 970 Sq Ft 4"" Concrete Walk; 33703 Sq Ft 6"" Concrete Walk; 284 Lin Ft Concrete Curb and Gutter Design B412; 81 Lin Ft Concrete Curb and Gutter Design B424; 930 Lin Ft Concrete Curb and Gutter Design B612; 8120 Lin Ft Concrete Curb and Gutter Design B624; 97 Lin Ft Concrete Curb and Gutter Design D424; 541 Sq Yd 6"" Concrete Driveway Pavement; 425 Sq Yd 8"" Concrete Driveway Pavement; 4204 Lin Ft Concrete Sill; 268 Lin Ft Concrete Curb Design V; 688 Sq Ft Truncated Domes; 200 Lin Ft Portable Precast Concrete Barrier Design 8337; 2000 Lin Ft Relocate Portable Precast Concrete Barrier Design 8337; 40 Each Mail Box Support; 1 Lump Sum Lighting System ""a""; 1 Lump Sum Lighting System ""B""; 1 Lump Sum Lighting System ""C""; 3 Each Guide Post Type B; 393 Lin Ft Wire Fence Design 48v-9322; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 1 Lump Sum Alternate Pedestrian Route; 40 Unit Day Portable Changeable Message Sign; 11 Each Install Sign; 509.8 Sq Ft Sign; 1 System Traffic Control Signal System; 1 System Pedestrian Crosswalk Flasher System; 940 Lin Ft Temporary Fence; 1 Lump Sum Stabilized Construction Exit; 1 Lump Sum Erosion Control Supervisor; 68 Each Storm Drain Inlet Protection; 1 Each Culvert End Controls; 119 Lin Ft Flotation Silt Curtain Type Still Water; 9417 Lin Ft Sediment Control Log Type Compost; 2.5 Acre Subsoiling; 2.5 Acre Soil Bed Preparation; 1076 Cu Yd Organic Topsoil Borrow; 490 Pound Fertilizer Type 3; 5 Pound Fertilizer Type 4; 2.5 Acre Seeding; 14.9 M Gallon Rapid Stabilization Method 3; 193 Pound Seed Southern Boulevard; 256 Pound Seed Turfgrass; 2 Pound Seed Wet Ditch; 13826 Lin Ft Mobile Retroreflectometer Measurements; 36 Lin Ft 4"" Broken Line Paint; 8436 Lin Ft 6"" Solid Line Multi-component Ground in; 52 Lin Ft 6"" Dotted Line Multi Comp Gr in; 5070 Lin Ft 4"" Double Solid Line Multi-component Ground in; 232 Lin Ft 24"" Solid Line Preform Thermo Ground in; 105 Sq Ft Pavement Message Preform Thermoplastic Ground in Enhanced Skid Resistance; 774 Sq Ft Crosswalk Preform Thermoplastic Ground in Enhanced Skid Resistance; All in Accordance With Specifications and Bid Forms. Question Deadline 01/27/2026 at 2:00 PM CT Direct questions about this Project, including pre-bid questions, to Eric Drager at Eric.Drager@hennepin.us.
Bid Results
Roads / Highways
$9,049,843.00
Public - County
Paving, Site Work
Trades Specified
Division 00 - Lorem Ipsum
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