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

The Major Items of Work Are Approximately: 1 Ls as Built; 1 Ls Mobilization; 6 Each Clearing; 6 Each Grubbing; 4.5 Acre Clearing; 4.5 Acre Grubbing; 12 Each Remove Pipe Apron; 4 Each Remove Concrete Headwall; 3 Each Remove Anchorage Assembly-plate Beam; 2 Each Remove Drainage Structure; 14 Each Remove Sign Type C; 27 Each Remove Energy Absorbing Terminal; 1 Each Salvage Sign Type C; 3 Each Salvage Mail Box Support; 374 L F Sawing Bit Pavement (Full Depth); 538 L F Remove Pipe Culverts; 180 L F Remove Fence; 2714 L F Remove Guardrail-plate Beam; 23 L F Salvage Retaining Wall; 2443 S Y Remove Bituminous Pavement; 1 Ls Remove Miscellaneous Debris; 10 S Y Salvage Landscape Rock; 40882 C Y Excavation - Common; 65 C Y Excavation - Subgrade; 6089 C Y Select Granular Embankment (Cv); 25981 C Y Common Embankment (Cv); 6 Each Dewatering; 3664 S Y Geotextile Fabric Type 6; 534 C Y Aggregate Surfacing (Cv) Class 2; 20 Hour Street Sweeper (With Pickup Broom); 1632 C Y Aggregate Base (Cv) Class 5; 90 C Y Aggregate Base (Cv) Class 6; 1242 Ton Type Sp 12.5 Wearing Course Mix (3;b); 50 C Y Coarse Filter Aggregate (Cv); 1173 C Y Fine Aggregate Bedding (Cv); 2 Each 48" Gs Pipe Apron; 2 Each 18" Rc Pipe Apron; 1 Each 30" Rc Pipe Apron; 2 Each 42" Rc Pipe Apron; 2 Each 48" Rc Pipe Apron; 2 Each 60" Rc Pipe Apron; 2 Each 72" Rc Pipe Apron; 1 Each 18" Rc Safety Apron; 1 Each 24" Rc Safety Apron; 2 Each Trash Guard for 18" Pipe Apron; 1 Each Trash Guard for 24" Pipe Apron; 1 Each Trash Guard for 42" Pipe Apron; 1 Each Trash Guard for 48" Pipe Apron; 1 Each Trash Guard for 60" Pipe Apron; 1 Each Trash Guard for 72" Pipe Apron; 114 L F 6" Pvc Pipe Drain; 940 L F 4" Perf Tp Pipe Drain; 669 L F 6" Perf Tp Pipe Drain; 3 Each Connect to Existing Pipe Drain; 9 Each 6" Pvc Pipe Drain Cleanout; 106 L F 48" Cs Pipe Sewer; 54 L F 15" Rc Pipe Sewer Des 3006 Cl V; 167 L F 18" Rc Pipe Sewer Des 3006; 79 L F 18" Rc Pipe Sewer Des 3006 Cl V; 131 L F 24" Rc Pipe Sewer Des 3006 Cl Iii; 63 L F 24" Rc Pipe Sewer Des 3006 Cl Iv; 33 L F 24" Rc Pipe Sewer Des 3006 Cl V; 103 L F 30" Rc Pipe Sewer Des 3006 Cl V; 98 L F 42" Rc Pipe Sewer Des 3006 Cl Iii; 47 L F 42" Rc Pipe Sewer Des 3006 Cl Iv; 119 L F 48" Rc Pipe Sewer Des 3006 Cl Iii; 163 L F 48" Rc Pipe Sewer Des 3006 Cl Iv; 89 L F 48" Rc Pipe Sewer Des 3006 Cl V; 101 L F 60" Rc Pipe Sewer Des 3006 Cl Iii; 105 L F 72" Rc Pipe Sewer Des 3006 Cl Iii; 6 Each Casting Assembly; 46.5 L F Const Drainage Structure Des 48-4020; 44 L F Const Drainage Structure Des 60-4020; 99.5 L F Const Drainage Structure Des 72-4020; 1 Each Casting Assembly Special 1; 1 Each Casting Assembly Special 2; 3 Each Casting Assembly Special 3; 297 S Y Geotextile Filter Type 1; 398.5 S Y Geotextile Filter Type 4; 362 C Y Random Riprap Class Iii; 177.9 C Y Random Riprap Class Iv; 72.6 C Y Random Riprap Class V; 60 C Y Granular Filter; 100 L F Portable Precast Conc Barrier Des 8337; 400 L F Relocate Port Precast Conc Bar Des 8337; 3 Each Install Mail Box Support; 10 S Y Install Landscape Rock; 34 Each Guide Post Type B; 3 Each Anchorage Assembly - Type 31; 13 Each End Treatment-tangent Terminal; 1337.5 L F Traffic Barrier Design Type 31; 37.5 L F Traffic Barrier Design B8338; 37.5 L F Install Traffic Barrier Design B8338; 1 Ls Traffic Control Supervisor; 1 Ls Traffic Control; 206 Uday Portable Changeable Message Sign; 100 S F Construction Sign-special; 10 Each Install Sign Panel Type C; 1 Ls Stabilized Construction Exit; 1 Ls Erosion Control Supervisor; 12 Each Storm Drain Inlet Protection; 6 Each Culvert End Controls; 100 L F Silt Fence; Type Hi; 3356 L F Silt Fence; Type Ms; 1204 L F Sediment Control Log Type Wood Chip; 5.8 Acre Subsoiling; 5.8 Acre Soil Bed Preparation; 4937 C Y Organic Topsoil Borrow; 510 Lb Fertilizer Type 2; 465 Lb Fertilizer Type 3; 45 Lb Fertilizer Type 4; 15756 S Y Rapid Stabilization Method 4; 10275 S Y Rolled Erosion Prevention Category 20; 15757 S Y Rolled Erosion Prevention Category 30; 5.8 Acre Seeding; 5.8 Acre Mowing; 5.8 Acre Weed Spraying; 2.9 Gal Weed Spray Mixture; 580 Lb Seed Mixture 21-112; 53 Lb Seed Mixture 25-141; 2 Lb Seed Mixture 25-151; 14 Lb Seed Mixture 33-261; 146 Lb Seed Mixture 35-221; 12.3 Mgal Rapid Stabilization Method 3; 814 S Y Grass Paver; 684 L F 4' Dble Solid Line Paint Gr in; 1616 L F 6" Solid Line Multi Comp Gr in; 21 L F 24" Solid Line Multi Comp Gr in; 395 L F 6" Broken Line Multi Comp Gr in; 684 L F 4" Dble Solid Line Multi Comp Gr in; All in Accordance With Specifications and Bid Forms. Class of Work: Culvert Replacement, Guardrail, Grading, Road Reconstruction and Stabilization. this work being located between 2500' northwest of Lawndale Ln N and 2850' northwest of N Diamond Lake Rd within the City of Dayton, being approximately 3.14 miles in length, all as indicated in the approved plans. SBE Goal: 20% Construction Employment Minority (skilled and unskilled combined) 32% Women (skilled and unskilled combined) 20%