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

The Major Items of Work Are Approximately: 1 Lump Sum Vibration Monitoring; 1 Lump Sum Mobilization; 1 Each Field Office Type D; 1 Lump Sum Clearing & Grubbing; 1 Each Remove Anchorage Assembly-plate Beam; 1 Each Remove Wood Post; 3 Each Remove Manhole or Catch Basin; 8 Each Remove Delineator / Marker Sign; 19 Each Remove Sign Type C; 1 Each Remove Sign Type D; 3 Each Remove Energy Absorbing Terminal; 1 Each Salvage Sign Type Special; 3 Each Remove Manhole (Sanitary); 444 Lin Ft Sawing Bituminous Pavement (Full Depth); 81 Lin Ft Remove Pipe Sewer (Storm); 86 Lin Ft Remove Curb & Gutter; 303 Lin Ft Remove Bituminous Curb; 125 Lin Ft Remove Concrete Retaining Wall; 37 Lin Ft Remove Stone Retaining Wall; 737 Lin Ft Remove Guardrail-plate Beam; 27 Lin Ft Remove Wood Edger; 73 Lin Ft Remove Portable Curb; 256 Sq Yd Remove Concrete Pavement; 4246 Sq Yd Remove Bituminous Pavement; 1 Lump Sum Remove Regulated Waste Material (Bridge); 300 Lin Ft Remove Sewer Pipe (Sanitary Forcemain); 700 Lin Ft Abandon Pipe Sewer (Sanitary Forcemain); 1 Lump Sum Dewatering; 16639 Cu Yd Excavation - Common; 1434 Cu Yd Excavation - Subgrade; 500 Cu Yd Excavation - Subgrade (Special); 500 Cu Yd Granular Embankment (Cv); 2499 Cu Yd Select Granular Embankment (Cv); 2488 Cu Yd Common Embankment (Cv); 129 Ton Aggregate Surfacing Class 2; 100 Hour Street Sweeper (With Pickup Broom); 100 Mgal Water; 1153 Cu Yd Aggregate Base (Cv) Class 5; 256 Sq Yd Concrete Pavement (Special); 821 Ton Type Sp 12.5 Non Wear Course Mix (3,b); 1119 Ton Type Sp 12.5 Wearing Course Mix (3,c); 574 Lin Ft Type Mod P-1 Barrier Concrete (3s52); 431 Cu Yd Structural Concrete (3b52); 78850 Pound Reinforcement Bars (Epoxy Coated); 450 Pound Reinforcement Bars (Stainless-75ksi); 1 Lump Sum Structure Excavation; 1 Lump Sum Structure Excavation (Wall a); 5067 Sq Ft Bridge Deck Planing; 4201 Sq Ft Bridge Slab Concrete (3yhpc-s); 10 Each Elasomeric Bearing Pad Type 1; 28 Each Bearing Assembly; 5527 Sq Ft Concrete Wearing Course (3u17a); 652 Lin Ft Prestressed Concrete Beams 14rb; 86 Lin Ft Expansion Joints, Design E8h; 190 Sq Yd Bridge Approach Panels; 1 Lump Sum Reconstruct Stone Retaining Wall; 4029 Sq Ft Anti-graffiti Coating; 4029 Sq Ft Arch Surface Finish (Multi Color); 4029 Sq Ft Arch Conc Texture (Ashlar Stone); 5527 Sq Ft Mma Flood Seal; 1 Lump Sum Remove Existing Bridge; 3675 Cu Yd Structural Backfill; 2 Each C-i-p Concrete Test Pile 115 Ft Long 12"; 1 Each C-i-p Concrete Test Pile 125 Ft Long 16"; 1 Each C-i-p Concrete Test Pile 135 Ft Long 16"; 8 Each Pile Redriving; 1 Lump Sum Temporary Vertical Shoring; 840 Lin Ft C-i-p Concrete Piling 12"; 1200 Lin Ft C-i-p Concrete Piling 16"; 14295 Sq Ft Steel Sheet Piling (Permanent); 2 Each 15" Rc Pipe Apron; 2 Each 15" Cas Safety Apron & Grate Des 3128; 2 Each 15" Rc Safety Apron; 85 Lin Ft 15" Cas Pipe Culvert; 1 Lump Sum Drainage System Type (B910); 26 Lin Ft 4" Tp Pipe Drain; 336 Lin Ft 4" Perf Tp Pipe Drain; 417 Lin Ft 15" Rc Pipe Sewer Des 3006 Cl V; 1 Lump Sum Temporary Conveyance; 2 Each Temporary Excavation Support; 2 Each Connect to Inplace Forcemain; 2 Each 18" Wet Tap and Line Stop; 2550 Lin Ft Clean and Video Tape Pipe Sewer; 1620 Lin Ft 14" Hdpe Pipe Sewer - Directional Drilled; 70 Lin Ft 12" Sanitary Sewer Ductile Iron Cl 52; 7 Each Casting Assembly; 3 Lin Ft Const Drainage Structure Design Sd-48; 39 Lin Ft Const Drainage Structure Design 48-4020; 1 Each Connect Into Existing Storm Sewer; 2 Each Construct Sanitary Manhole; 681 Sq Yd Geotextile Filter Type 7; 275 Cu Yd Random Riprap Class Iii; 31 Lin Ft Concrete Curb & Gutter Design Special; 150 Lin Ft Concrete Curb and Gutter Design B424; 796 Lin Ft Portable Precast Conc Barrier Des 8337; 280 Lin Ft Relocate Port Precast Conc Bar Des 8337; 1 Each Mail Box Support; 1 Each Relocate Mail Box; 1 Lump Sum Conduit System; 4 Each Guide Post Type B; 2 Each Anchorage Assembly - Plate Beam; 2 Each End Treatment - Tangent Terminal; 100 Lin Ft Traffic Barrier Design Special; 276 Lin Ft Traffic Barrier Design B8338; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 68 Each Portable Concrete Barrier Delineator; 2 Each Portable Changeable Message Sign; 4 Amby Temporary Impact Attenuator; 2 Amby Relocate Temporary Impact Attenuator; 300 Sq Ft Construction Sign-special; 3 Each Sign Support Cantilever; 74 Sq Ft Sign Panels Type C; 8 Sq Ft Sign Panels Type D; 1 Each Install Sign Type Special; 1 Lump Sum Relocate Rrfb; 1 Lump Sum Stabilized Construction Exit; 1 Lump Sum Erosion Control Supervisor; 5 Each Storm Drain Inlet Protection; 4 Each Culvert End Controls; 2786 Lin Ft Silt Fence, Type Hi; 490 Lin Ft Silt Fence, Type Ms; 282 Lin Ft Flotation Silt Curtain Type Still Water; 400 Lin Ft Filter Berm Type 3; 887 Lin Ft Sediment Control Log Type Compost; 357 Pound Fertilizer Type 3; 107 Pound Fertilizer Type 4; 1750 Sq Yd Rapid Stabilzation Method 4; 2 Acre Seeding; 27 Pound Seed Mixture 25-121; 27 Pound Seed Mixture 25-151; 27 Pound Seed Mixture 35-241; 3520 Pound Hydraulic Reinforced Fiber Matrix; 6 Mgal Rapid Stabilzation Method 3; 1910 Sq Yd Rolled Erosion Prevention Category 25; 2140 Lin Ft 6" Solid Line Multi Comp Gr in; 1051 Lin Ft 4" Dble Solid Line Multi Comp Gr in; , All in Accordance With Specifications and Bid Forms. A minimum goal of 16.3% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.