Site work and paving for a mixed-use development in Minneapolis, Minnesota. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

The Major Items of Work Are Approximately: 1 Lump Sum as Built; 1 Lump Sum Mobilization; 1 Each Field Office; 1 Each Clearing; 75 Each Grubbing; 0.52 Acre Grubbing; 1 Lump Sum Building Removal; 3 Each Remove Pipe Apron; 9 Each Remove Drainage Structure; 73 Each Remove Sign; 1 Each Remove Light Foundation; 1 Each Salvage Hydrant and Valve; 1 Each Salvage Lighting Unit; 6 Each Salvage Sign; 31 Each Salvage Sign Panel; 10704 Lin Ft Sawing Bituminous Pavement (Full Depth); 723 Lin Ft Remove Sewer Pipe (Storm); 3337 Lin Ft Remove Curb and Gutter; 1943 Lin Ft Remove Bituminous Curb; 160 Lin Ft Remove Retaining Wall; 519 Lin Ft Remove Wood Fence; 510 Lin Ft Salvage Retaining Wall; 91 Sq Yd Remove Concrete Driveway Pavement; 1850 Sq Yd Remove Bituminous Driveway Pavement; 9535 Sq Yd Remove Bituminous Pavement; 4242 Sq Ft Remove Concrete Walk; 1 Lump Sum Haul Salvaged Material; 40 Each Relocate Boulder; 2 Each Remove Vehicle Speed Feedback Sign; 125 Sq Ft Salvage Brick Pavers; 7379 Cu Yd Excavation - Common; 732 Cu Yd Excavation - Subgrade; 2726 Cu Yd Select Granular Embankment (Cv); 5297 Cu Yd Common Embankment (Cv); 70 Hour Street Sweeper (With Pickup Broom); 23 M Gallon Water; 2150 Gallon Calcium Chloride Solution; 843 Cu Yd Aggregate Base (Cv) Class 6; 2633 Ton Bituminous Patching Mixture; 500 Sq Yd Mill Bituminous Surface; 459 Sq Yd Mill Bituminous Surface (1.5"); 17212 Sq Yd Mill Bituminous Surface (3.0"); 2916 Ton Type Sp 9.5 Wearing Course Mixture (3,c); 11 Lin Ft Concrete Steps-design Special; 118 Cu Yd Fine Filter Aggregate (Cv); 1 Each 15" Rc Pipe Apron; 3 Each 18" Rc Pipe Apron; 1 Each 24" Rc Pipe Apron; 1 Each 28" Span Rc Pipe-arch Apron; 4 Each 15" Gs Safety Apron; 2 Each 18" Rc Safety Apron; 1 Each 30" Rc Safety Apron; 93 Lin Ft 15" Cs Pipe Culvert; 1392 Lin Ft 4" Perf Pe Pipe Drain; 13 Lin Ft 6" Ductile Iron Pipe Sewer Cl 52; 153 Lin Ft 28" Span Rc Pipe-arch Sewer Class Iva; 26 Lin Ft 12" Rc Pipe Sewer Design 3006 Class V; 774 Lin Ft 15" Rc Pipe Sewer Design 3006 Class V; 1468 Lin Ft 18" Rc Pipe Sewer Design 3006 Class Iii; 293 Lin Ft 24" Rc Pipe Sewer Design 3006 Class Iii; 82 Lin Ft 30" Rc Pipe Sewer Design 3006 Class Iii; 4 Each Connect to Existing Storm Sewer; 1 Each Plug and Abandon Pipe Sewer; 1 Each Connect to Existing Water Main; 1 Each Install Hydrant and Valve; 4 Each Adjust Hydrant and Gate Valve; 20 Each Adjust Gate Valve and Box; 1 Each 6" Gate Valve and Box; 1 Each Relocate Curb Stop and Box; 9 Each Adjust Curb Stop; 110 Lin Ft Inspection Hole; 50 Pound Ductile Iron Fittings; 41 Each Casting Assembly; 29 Each Adjust Frame and Ring Casting; 34.1 Lin Ft Construct Drainage Structure Design N; 87.5 Lin Ft Construct Drainage Structure Design 48-4020; 51.5 Lin Ft Construct Drainage Structure Design 60- 4020; 11.2 Lin Ft Construct Drainage Structure Design 72-4020; 2 Each Structure Baffle; 1 Each Connect Into Existing Drainage Structure; 1 Each Construct Drainage Structure Design Special 1; Clarification Deadline: 3/17/2026 2:00 PM Direct questions about this Project, including pre-bid questions, to Eric Drager at Eric.Drager@hennepin.us. 1 Each Construct Drainage Structure Design Special 2; 37.4 Sq Yd Geotextile Filter Type 3; 8.2 Cu Yd Random Riprap Class Ii; 2808 Sq Ft 4" Concrete Walk; 2356 Sq Ft 6" Concrete Walk; 281 Each Drill and Grout Reinf Bar (Epoxy Coated); 5215 Sq Ft Concrete Curb Ramp Walk; 8019 Lin Ft Concrete Curb and Gutter Design B424; 53 Lin Ft Concrete Curb and Gutter Design B612; 226 Lin Ft Concrete Curb and Gutter Design B618; 380 Lin Ft Concrete Curb and Gutter Design B624; 76 Lin Ft Concrete Curb and Gutter Design D412; 133 Lin Ft Concrete Curb and Gutter Design D424; 665 Sq Yd 6" Concrete Driveway Pavement; 208 Sq Yd 8" Concrete Driveway Pavement; 309 Lin Ft Concrete Sill; 540 Lin Ft Concrete Curb and Gutter; 116 Lin Ft Concrete Curb Design V; 631 Sq Ft Truncated Domes; 29 Each Relocate Mail Box Support; 58 Sq Ft Install Brick Pavers; 1 Each Light Foundation Design E; 1 Each Install Lighting Unit; 5 Each Guide Post Type B; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 1 Lump Sum Alternate Pedestrian Route; 2 Each Vehicle Speed Feedback Sign; 3 Each Portable Changeable Message Sign; 100 Sq Ft Construction Sign-special; 31 Each Install Sign Panel; 6 Each Install Sign; 430.51 Sq Ft Sign; 1 System Pedestrian Crosswalk Flasher System; 33 Each Tree Protection; 1 Lump Sum Stabilized Construction Exit; 1 Lump Sum Erosion Control Supervisor; 50 Each Storm Drain Inlet Protection; 23 Each Culvert End Controls; 2810 Lin Ft Silt Fence, Type Ms; 32 Lin Ft Flotation Silt Curtain Type Still Water; 11267 Lin Ft Sediment Control Log Type Wood Fiber; 1.72 Acre Subsoiling; 5.13 Acre Soil Bed Preparation; 941 Pound Fertilizer Type 1; 248 Pound Fertilizer Type 3; 1 Pound Fertilizer Type 4; 3427 Sq Yd Rolled Erosion Prevention Category 20; 109 Sq Yd Rolled Erosion Prevention Category 25; 3.41 Acre Seeding; 1.72 Acre Weed Spraying; 3.42 Acre Rapid Stabilization Method 2; 0.45 Gallon Weed Spray Mixture; 8073 Pound Hydraulic Stabilized Fiber Matrix; 1 Lump Sum Permanent Vegetation Maintenance; 102 Pound Seed Southern Boulevard; 412 Pound Seed Turfgrass; 1 Pound Seed Wet Ditch; 19 Pound Seed Southern Tallgrass Roadside; 24050 Lin Ft Mobile Retroreflectometer Measurements; 440 Lin Ft 6" Solid Line Multi-component; 20 Lin Ft 6" Dotted Line Multi-component; 267 Lin Ft 4" Double Solid Line Multi-component; 6697 Lin Ft 6" Solid Line Multi-component Ground in; 46 Lin Ft 6" Dotted Line Multi-component Ground in; 5476 Lin Ft 4" Double Solid Line Multi-component Ground in; 110 Lin Ft 24" Solid Line Preform Thermo Ground in; 15 Sq Ft Pavement Message Preform Thermoplastic Ground in; 363 Sq Ft Crosswalk Preform Thermoplastic Ground in Enhanced Skid Resistance; 1 Lump Sum Mobilization Area 1; 1 Each Remove Gate Valve and Box; 20 Lin Ft Remove Water Main; 60 Sq Yd Remove Bituminous Driveway Pavement; 275 Sq Yd Remove Bituminous Pavement; 56 Cu Yd Excavation - Common; 14 Cu Yd Excavation - Subgrade; 12 Cu Yd Select Granular Embankment (Cv); 56 Cu Yd Aggregate Base (Cv) Class 6; 6 Ton Type Sp 9.5 Wearing Course Mixture (2,b); 70 Ton Type Sp 9.5 Wearing Course Mixture (2,c); 50 Ton Pipe Bedding Material; 2200 Pound Ductile Iron Fittings; 2 Each Connect to Existing Water Main; 6 Each Hydrant; 25 Each 1" Corporation Stop; 6 Each 6" Gate Valve and Box; 2 Each 8" Gate Valve and Box; 4 Each 12" Gate Valve and Box; 25 Each 1" Curb Stop and Box; 225 Lin Ft Water Service Trench Excavation; 600 Lin Ft Water Service (Directional Drilled); 41 Lin Ft 6" Watermain Ductile Iron Cl 52; 420 Lin Ft 8" Pvc Watermain; 584 Lin Ft 12" Pvc Watermain; 1350 Lin Ft 12" Pvc Watermain (Directional Drilled); 7 Sq Yd 4" Polystyrene Insulation; 5 Each Casting Assembly Special; 1 Lump Sum Traffic Control Area 1; 500 Lin Ft Sediment Control Log Type Wood Fiber; 0.01 Acre Subsoiling; 0.06 Acre Soil Bed Preparation; 35 Cu Yd Common Topsoil Borrow; 8 Pound Fertilizer Type 3; 150 Pound Hydraulic Stabilized Fiber Matrix; 8 Pound Seed Turfgrass; All in Accordance With Specifications and Bid Forms. Clarification Deadline 3/24/2026 2:00 PM