Site work and paving for a mixed-use development in Plymouth, 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.

**As of February 22, 2024, This project has been awarded to New Look Contracting Inc., with the awarded amount of $5,050,361.00.** State Project: SP 107-020-072; SP 120-020-042 MN Proj HSIP 2723 (052) The Major Items of Work Are Approximately: 1 Lump Sum Construction Surveying; 1 Lump Sum as Built; 1 Lump Sum Mobilization; 1 Each Field Office; 700 Hour Trainees; 28 Each Clearing; 28 Each Grubbing; 3300 Lin Ft Pavement Marking Removal; 4150 Sq Ft Pavement Marking Removal; 1 Each Remove Casting; 19 Each Remove Drainage Structure; 34 Each Remove Sign; 1 Each Remove Overhead Sign; 2 Each Remove Lighting System; 2 Each Remove Extruded Sign Panel; 4 Each Salvage Sign Type Special; 3 Each Salvage Bench; 5091 Lin Ft Sawing Concrete Pavement (Full Depth); 1358 Lin Ft Sawing Bit Pavement (Full Depth); 244 Lin Ft Remove Sewer Pipe (Storm); 5807 Lin Ft Remove Curb & Gutter; 2524 Sq Yd Remove Concrete Pavement; 1767 Sq Yd Remove Bituminous Pavement; 11035 Sq Ft Remove Concrete Walk; 12885 Sq Ft Remove Concrete Median; 6269 Sq Ft Remove Bituminous Median; 1 Lump Sum Remove Miscellaneous Debris; 260 Sq Ft Remove and Replace Bituminous Pavement; 2887 Cu Yd Excavation - Common; 2845 Cu Yd Select Granular Embankment (Cv); 1342 Cu Yd Common Embankment (Cv); 3090 Sq Yd Geotextile Fabric Type 5; 150 Hour Street Sweeper (With Pickup Broom); 100 M Gallon Water; 690 Gallon Calcium Chloride Solution; 1881 Cu Yd Aggregate Base (Cv) Class 6; 1423 Each Dowel Bar; 757 Each Drill & Grout Reinf Bar (Epoxy Coated); 867 Lin Ft Full Depth Repair (Type Cd-hv); 5253 Sq Yd Pavement Replacement (Type Cx); 180 Ton Type Sp 12.5 Wearing Course Mix (3;c); 1048 Lin Ft 4" Perf Tp Pipe Drain; 419 Lin Ft 12" Rc Pipe Sewer Des 3006 Cl V; 13 Lin Ft 18" Rc Pipe Sewer Des 3006 Cl Iii; 7 Lin Ft 36" Rc Pipe Sewer Des 3006 Cl Iii; 20 Each Connect to Existing Storm Sewer; 3 Each Connect Into Existing Drainage Structure; 5 Each Adjust Gate Valve & Box; 1435 Lin Ft Adjust Sprinkler System; 27 Each Casting Assembly; 27 Lin Ft Const Drainage Structure Design G; 66.6 Lin Ft Const Drainage Structure Des 48-4020; 20.4 Lin Ft Const Drainage Structure Des 60-4020; 12 Lin Ft Const Drainage Structure Des 120-4020; 19 Each Adjust Frame & Ring Casting; 16.5 Lin Ft Reconstruct Sanitary Manhole; 22893 Sq Ft 4" Concrete Walk; 307 Sq Ft 6" Concrete Walk; 82 Each Drill & Grout Reinf Bar (Epoxy Coated); 6564 Sq Ft Concrete Curb Ramp Walk; 3762 Lin Ft Concrete Curb & Gutter Design B612; 633 Lin Ft Concrete Curb & Gutter Design B618; 2577 Lin Ft Concrete Curb & Gutter Design B624; 1174 Sq Yd Concrete Median; 270 Sq Yd 8" Concrete Driveway Pavement; 684 Sq Ft Truncated Domes; 500 Lin Ft Portable Precast Conc Barrier Des 8337; 850 Lin Ft Relocate Port Precast Conc Bar Des 8337; 3 Each Install Bench; 410 Lin Ft 3" Non-metallic Cond (Directional Bore); 1050 Lin Ft Direct Buried Lighting Cable 4/c 4 Awg; 25 Lin Ft 1.25" Non-metallic Conduit; 25 Lin Ft Fiberoptic Trunk Cable 12mm-48sm; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 1 Lump Sum Alternate Pedestrian Route; 40 Each Portable Barrier Delineator; 14 Unit Day Portable Changeable Message Sign; 3 Assembly Temporary Impact Attenuator; 5 Assembly Relocate Temporary Impact Attenuator; 1 Each Reposition Sign Panel; 4 Each Install Sign Type Special; 8 Each Delineator / Marker; 18 Each Delineator / Marker Panel; 5 Cu Yd Concrete Footing (Monotube); 6979 Pound Structural Steel - Monotube Sign; 436 Pound Structural Steel - Panel Mounting Post; 361 Sq Ft Sign; 138 Sq Ft Sign Panel; 226.5 Sq Ft Sign Panel Overlay; 226.5 Sq Ft Extruded Panel; 1 System Traffic Control Signal System D; 1 System Revise Signal System a; 1 System Revise Signal System B; 1 System Revise Signal System C; 1 System Temporary Signal System; 334 Lin Ft Clean Root Cutting; 1 Lump Sum Stabilized Construction Exit; 1 Lump Sum Erosion Control Supervisor; 78 Each Storm Drain Inlet Protection; 375 Lin Ft Sediment Control Log Type Straw; 0.9 Acre Subsoiling; 0.9 Acre Soil Bed Preparation; 2647 Cu Yd Boulevard Topsoil Borrow; 168 Pound Fertilizer Type 3; 3098 Sq Yd Sodding Type Salt Tolerant; 0.9 Acre Seeding; 185 Pound Seed Mixture 25-131; 3283 Pound Hydraulic Reinforced Fiber Matrix; 1 Lump Sum Permanent Vegetation Maintenance; 12825 Lin Ft 6" Removable Preform Pavement Marking Tape; 186 Sq Ft Removable Preformed Pavement Message Tape; 100 Lin Ft Removable Preformed Plastic Mask (Black); 21120 Lin Ft Mobile Retroreflectometer Measurements; 600 Lin Ft 6" Solid Line Multi Comp Gr in; 700 Lin Ft 8" Solid Line Multi Comp Gr in; 40 Lin Ft 6" Broken Line Multi Comp Gr in; 200 Lin Ft 8" Dotted Line Multi Comp Gr in; 580 Lin Ft 4" Dble Solid Line Multi Comp Gr in; 420 Lin Ft 6" Solid Line Pref Tape Cont; 680 Lin Ft 8" Solid Line Pref Tape Cont; 140 Lin Ft 6" Broken Line Pref Tape Cont; 50 Lin Ft 8" Dotted Line Pref Tape Cont; 6880 Lin Ft 6" Solid Line Pref Tape Gr in Cont; 2200 Lin Ft 8" Solid Line Pref Tape Gr in Cont; 3000 Lin Ft 6" Broken Line Pref Tape Gr in Cont; 800 Lin Ft 6" Dotted Line Pref Tape Gr in Cont; 930 Lin Ft 8" Dotted Line Pref Tape Gr in Cont; 100 Lin Ft 24" Solid Line Pref Thermo; 1030 Lin Ft 24" Solid Line Pref Thermo Gr in; 939 Sq Ft Pavt Mssg Pref Thermo Gr in; 5312 Sq Ft Crosswalk Pref Thermo Gr in Esr; All in Accordance With Specifications and Bid Forms. a Minimum Goal of 20.8% Good Faith Effort to Be Subcontracted to Disadvantaged Business Enterprises.