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

**As of March 19,2021 This project has not yet been awarded. A timeline for award is mostly likely next week.** Location: CSAH 81 (West Broadway) & 153 (Lowry Avenue) in the Cities of Minneapolis and Robbinsdale. Bridge Construction, Bituminous Surfacing, Curb & Gutter, Retaining Wall and Lighting The Major Items of Work Are Approximately: 1 Lump Sum Vibration Monitoring; 1 Lump Sum Mobilization; 1 Each Field Office Type D; 1 Each Field Laboratory Type Dx; 2500 Hour Trainees; 0.44 Acre Clearing; 0.44 Acre Grubbing; 129 Tree Clearing; 129 Tree Grubbing; 3000 Lin Ft Pavement Marking Removal; 300 Sq Ft Pavement Marking Removal; 31 Each Remove Lighting Unit; 2 Each Remove Twisted End Treatment; 67 Each Remove Drainage Structure; 12 Each Remove Marker; 60 Each Remove Sign Type C; 9 Each Remove Sign Type D; 8 Each Remove Sign Type Special; 1 Each Remove Equipment Pad; 1 Each Remove Handhole; 41 Each Remove Light Foundation; 1 Each Remove Service Cabinet; 13 Each Remove Sign Panel Type C; 5 Each Remove Energy Absorbing Terminal; 10 Each Salvage Lighting Unit; 3 Each Salvage Sign Type Special; 6 Each Salvage Sign Panel Type Special; 1 Each Remove Sign Panel Special; 31 Lin Ft Sawing Concrete Pavement (Full Depth); 12980 Lin Ft Sawing Bit Pavement (Full Depth); 3848 Lin Ft Remove Sewer Pipe (Storm); 15430 Lin Ft Remove Curb & Gutter; 165 Lin Ft Remove Retaining Wall; 145 Lin Ft Remove Fence; 1750 Lin Ft Remove Guardrail-plate Beam; 300 Sq Yd Remove Concrete Pavement; 22930 Sq Yd Remove Bituminous Pavement; 11290 Sq Ft Remove Bituminous Walk; 22800 Sq Ft Remove Concrete Walk; 500 Sq Ft Remove Concrete Driveway Pavement; 5680 Sq Ft Remove Concrete Median; 1 Lump Sum Remove Conduit System; 1 Lump Sum Remove Miscellaneous Structures; 2460 Sq Ft Salvage Concrete Pavers; 1 Lump Sum Dewatering; 21776 Cu Yd Excavation - Common; 9823 Cu Yd Excavation - Subgrade; 565 Cu Yd Granular Embankment (Cv); 11580 Cu Yd Select Granular Embankment (Cv); 9118 Cu Yd Select Granular Embankment Mod 10% (Cv); 20775 Cu Yd Common Embankment (Cv); 300 Hour Street Sweeper (With Pickup Broom); 6800 Cu Yd Aggregate Base (Cv) Class 5; 3576 Sq Yd Bituminous Patch Special; 2080 Sq Yd Mill Bituminous Surface (2.0"); 50 Sq Yd Concrete Pavement 8.0"; 147 Each Drill & Grout Reinf Bar (Epoxy Coated); 3520 Ton Type Sp 12.5 Non Wear Course Mix (3,b); 5070 Ton Type Sp 12.5 Wearing Course Mix (3,c); 490 Lin Ft Type P-1 Barrier Concrete (3s52); 500 Lin Ft Type P-4 (Tl-4) Barrier Concrete (3s52); 1900 Lin Ft Type S (Tl-4) 36" Barrier Conc (3s52); 1756 Cu Yd Structural Concrete (1g52); 2237 Cu Yd Structural Concrete (3b52); 164690 Pound Reinforcement Bars; 544600 Pound Reinforcement Bars (Epoxy Coated); 1 Lump Sum Structure Excavation (Br No 27c62); 1 Lump Sum Structure Excavation (Br No 27c64); 1 Lump Sum Structure Excavation (Br No 27c63); 31971 Sq Ft Bridge Deck Planing; 28210 Sq Ft Bridge Slab Concrete (3yhpc-m); 8110 Sq Ft Bridge Slab Concrete (3yhpc-s); 74 Each Bearing Assembly; 490 Lin Ft Ornamental Metal Railing Type Special; 170 Lin Ft Expansion Joint Devices Type 4; 90 Lin Ft Expansion Joint Devices Type 5; 6202 Sq Ft Concrete Wearing Course (3u17a) 2.0"; 1300 Lin Ft Prestressed Concrete Beams 40mh; 4282 Lin Ft Prestressed Concrete Beams 82 Mw; 610 Lin Ft Diaphragms for Type 82 Mw Prest Beams; 190 Lin Ft Diaphragms for Type 40mh Prest Beams; 229 Lin Ft Expansion Joints, Design E8h; 669 Sq Yd Bridge Approach Panels; 9974 Cu Yd Structure Excavation Class U; 2 Each Architectural Concrete Emblem; 18404 Sq Ft Anti-graffiti Coating; 5542 Sq Ft Arch Surface Finish (Single Color); 5542 Sq Ft Arch Conc Texture (Fractured Fin); 1 Lump Sum Remove Existing Bridge (Br No 27006); 1 Lump Sum Remove Existing Bridge (Br No 27008); 1 Lump Sum Remove Existing Bridge (Br No 27007); 29 Each C-i-p Conc Test Pile 60 Ft Long 12"; 25050 Lin Ft C-i-p Concrete Piling 12"; 3718 Sq Ft Steel Sheet Piling (Permanent); 1 Each 15" Rc Pipe Apron; 4 Each 18" Rc Pipe Apron; 2 Each Trash Guard for 18" Pipe Apron; 1 Lump Sum Drainage System Type (B910) (Br No 27c62); 1 Lump Sum Drainage System Type (B910) (Br No 27c64); 1 Lump Sum Drainage System Type (B910) (Br No 27c63); 2700 Lin Ft 4" Perf Tp Pipe Drain; 133 Lin Ft 15" Cp Pipe Sewer (Smooth); 2323 Lin Ft 15" Rc Pipe Sewer Des 3006 Cl V; 379 Lin Ft 18" Rc Pipe Sewer Des 3006 Cl Iii; 35 Lin Ft 24" Rc Pipe Sewer Des 3006 Cl Iii; 247 Lin Ft 27" Rc Pipe Sewer Des 3006 Cl Iii; 390 Lin Ft 30" Rc Pipe Sewer Des 3006 Cl Iii; 14 Each Connect to Existing Storm Sewer; 3 Each Connect Into Existing Drainage Structure; 15 Each Inspection Hole; 1 Lump Sum Irrigation System; 1 Each Relocate Hydrant; 3 Each Adjust Gate Valve & Box; 1 Each Adjust Water Manholes; 6 Each Reconstruct Water Manhole; 21.3 Sq Yd 4" Polystyrene Insulation; 94 Each Casting Assembly; 9 Each Adjust Frame & Ring Casting; 62.3 Lin Ft Const Drainage Structure Design G; 48.7 Lin Ft Const Drainage Structure Design H; 18.9 Lin Ft Const Drainage Structure Design N; 38.4 Lin Ft Const Drainage Structure Design Sd-48; 37.5 Lin Ft Const Drainage Structure Design Spec 1; 16.7 Lin Ft Const Drainage Structure Design Spec 2; 6.6 Lin Ft Const Drainage Structure Design Spec 3; 155 Lin Ft Const Drainage Structure Des 48-4020; 59 Lin Ft Const Drainage Structure Des 54-4020; 15.6 Lin Ft Const Drainage Structure Des 60-4020; 18.1 Lin Ft Const Drainage Structure Des 72-4020; 38.9 Lin Ft Reconstruct Drainage Structure; 62.8 Sq Yd Geotextile Filter Type 4; 12.7 Cu Yd Random Riprap Class Ii; 1038 Sq Yd Concrete Slope Paving; 23050 Sq Ft 4" Concrete Walk; 6460 Sq Ft 6" Concrete Walk; 31720 Sq Ft 3.5" Bituminous Walk; 7145 Sq Ft Special Surface Finish Type a; 1730 Sq Ft Special Surface Finish Type B; 1070 Lin Ft Concrete Curb & Gutter Design B424; 350 Lin Ft Concrete Curb & Gutter Design B612; 3130 Lin Ft Concrete Curb & Gutter Design B612 (Mod); 1230 Lin Ft Concrete Curb & Gutter Design B618; 10400 Lin Ft Concrete Curb & Gutter Design B624; 180 Lin Ft Concrete Curb & Gutter Design B672; 200 Lin Ft Concrete Curb & Gutter Design D424; 215 Lin Ft Concrete Curb Design B6; 105 Lin Ft Concrete Curb Design V6; 125 Lin Ft Concrete Curb Design V10; 30 Sq Yd 6" Concrete Driveway Pavement; 624 Sq Ft Truncated Domes; 66 Lin Ft Conc Med Bar Des Single Slope Type 36a; 1488 Lin Ft Portable Precast Conc Barrier Des 8337; 888 Lin Ft Relocate Port Precast Conc Bar Des 8337; 3 Each Information Sign Type a; 2 Each Information Sign Type B; 1 Each Entry Monument Type a; 1 Each Entry Monument Type B; 253 Lin Ft Landscape Edger; 1522 Sq Ft Install Concrete Pavers; 1794 Sq Ft Concrete Pavers; 1 Lump Sum Lighting System "a"; 1 Lump Sum Lighting System "B"; 1 Lump Sum Lighting System "C"; 1 Lump Sum Conduit System Type 1 (Br No 27c62); 1 Lump Sum Conduit System Type 1 (Br No 27c64); 1 Lump Sum Conduit System Type 1 (Br No 27c63); 1 Lump Sum Conduit System Type 2 (Br No 27c62); 1 Lump Sum Conduit System Type 2 (Br No 27c64); 1 Lump Sum Conduit System Type 2 (Br No 27c63); 9 Each Lighting Unit Type Special 1; 3 Each Lighting Unit Type Special 2; 14 Each Lighting Unit Type Special 3; 12 Each Lighting Unit Type Special 6; 2 Each Lighting Unit Type Special 7; 2 Each Lighting Unit Type Special 8; 12 Each Light Foundation Design Special 1; 22 Each Light Foundation Design Special 2; 8 Each Light Foundation Design Special 4; 1 Each Handhole; 4 Each Handhole (Minneapolis); 4 Each Handhole (Park Board); 240 Lin Ft 1" Non-metallic Conduit; 5887 Lin Ft 2" Non-metallic Conduit; 484 Lin Ft 2" Nonmetallic Cond (Directional Bore); 32190 Lin Ft Underground Wire 1/c 4 Awg; 2019 Lin Ft Underground Wire 1/c 10 Awg; 10 Each Install Lighting Unit; 7 Each Guide Post Type B; 1 Each Anchorage Assembly - Type 31; 6 Each End Treatment-tangent Terminal; 25 Lin Ft Traffic Barrier Design Special; 448 Lin Ft Traffic Barrier Design Type 31; 125 Lin Ft Traffic Barrier Design Trans Type 31; 150 Lin Ft Traffic Barrier Design B8307; 1 Assembly Impact Attenuator; 3 Each Electrical Ground; 90 Lin Ft Wire Fence Design 60v-9322; 424 Lin Ft Temporary Chain Link Fence and Gates; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 130 Each Portable Concrete Barrier Delineator; 29 Each Portable Changeable Message Sign; 500 Unit Day Portable Changeable Message Sign; 1 Assembly Temporary Impact Attenuator; 1 Assembly Relocate Temporary Impact Attenuator; 500 Sq Ft Construction Signspecial; 6 Each Install Sign Panel Type Special; 7 Each Delineator Type X4-6; 10 Each Object Marker Type X4-2; 3 Each Object Marker Type X4-4; 1 Each Object Marker Type X4-5; 446 Sq Ft Sign Panels Type C; 363 Sq Ft Sign Panels Type D; 21 Each Sign Collar; 3 Each Install Sign Type Special; 26 Tree Coniferous Tree 8' Ht B&b; 110 Tree Deciduous Tree 2" Cal B&b; 3 Tree Ornamental Tree 1.5" Cal B&b; 12 Shrub Coniferous Shrub 18" Spread Cont; 72 Shrub Deciduous Shrub No 2 Cont; 247 Plant Perennial No 1 Cont; 1 Lump Sum Erosion Control Supervisor; 1 Lump Sum Temporary Erosion Control; 6.8 Acre Subsoiling; 6.8 Acre Soil Bed Preparation; 1405 Cu Yd Boulevard Topsoil Borrow; 160 Cu Yd Loam Topsoil Borrow; 2245 Pound Fertilizer Type 3; 16 Sq Yd Sodding Type Lawn; 6.8 Acre Seeding; 13.6 Acre Mowing; 3.6 Acre Weed Spraying; 2.1 Gallon Weed Spray Mixture; 1386 Pound Seed Mixture 25-131; 24 Pound Seed Mixture 25-151; 11 Pound Seed Mixture 33-261; 18124 Pound Hydraulic Bonded Fiber Matrix; 15 M Gallon Water; 2671 Sq Yd Rolled Erosion Prevention Category 25; 14800 Lin Ft Pavement Marking - Late Season; 100 Sq Ft Pavement Message Late Season; 614 Lin Ft Removable Preform Pavement Marking Tape; 21441 Lin Ft 4" Solid Line Paint; 4324 Lin Ft 6" Solid Line Paint; 200 Lin Ft 4" Broken Line Paint; 61 Lin Ft 4" Dotted Line Paint; 16338 Lin Ft 4" Dble Solid Line Paint; 6100 Lin Ft 4" Solid Line Multi Comp; 1200 Lin Ft 4" Broken Line Multi Comp; 1400 Lin Ft 4" Dble Solid Line Multi Comp; 666 Lin Ft 4" Solid Line Multi Comp (Wr); 1167 Lin Ft 6" Solid Line Multi Comp (Wr); 223 Lin Ft 4" Broken Line Multi Comp (Wr); 2670 Lin Ft 4" Solid Line Multi Comp Gr in (Wr); 190 Lin Ft 6" Solid Line Multi Comp Gr in (Wr); 664 Lin Ft 8" Solid Line Multi Comp Gr in (Wr); 80 Lin Ft 24" Solid Line Multi Comp Gr in (Wr); 1476 Lin Ft 4" Broken Line Multi Comp Gr in (Wr); 634 Lin Ft 4" Dble Solid Line Multi Comp Gr in (Wr); 55 Lin Ft 24" Solid Line Pref Thermo Gr in; 100 Sq Ft Pavt Mssg Paint; 100 Sq Ft Pavt Mssg Multi Comp; 150 Sq Ft Pavt Mssg Pref Thermo Gr in; 234 Sq Ft Crosswalk Pref Thermo Gr in;, All in Accordance With Specifications and Bid Forms. Minimum wage rates to be paid by the Contractors have been predetermined and are subject to the Work Hours Act of 1962, P.L. 87-581 and implementing regulations. The Minnesota Department of Transportation hereby notifies all bidders: in accordance with Title VI of the Civil Rights Act of 1964 (Act), as amended and Title 49, Code of Federal Regulations, Subtitle A Part 21, Non-discrimination in Federally-assisted programs of the Department of Transportation, it will affirmatively assure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded maximum opportunity to participate and/or to submit bids in response to this invitation, and will not be discriminated against on the grounds of race, color, disability, age, religion, sex or national origin in consideration for an award; in accordance with Title VI of the Civil Rights Act of 1964 as amended, and Title 23, Code of Federal Regulations, Part 230 Subpart A-Equal Employment Opportunity on Federal and Federal-Aid Construction Contracts (including supportive services), it will affirmatively assure increased participation of minority groups and disadvantaged persons and women in all phases of the highway construction industry, and that on any project constructed pursuant to this advertisement equal employment opportunity will be provided to all persons without regard to their race, color, disability, age, religion, sex or national origin; in accordance with the Minnesota Human Rights Act, Minnesota Statute 363A.08 Unfair discriminatory Practices, it will affirmatively assure that on any project constructed pursuant to this advertisement equal employment opportunity will be offered to all persons without regard to race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, membership or activity in a local commission, disability, sexual orientation, or age; in accordance with the Minnesota Human Rights Act, Minnesota Statute 363A.36 Certificates of Compliance for Public Contracts, and 363A.37 Rules for Certificates of Compliance, it will assure that appropriate parties to any contract entered into pursuant to this advertisement possess valid Certificates of Compliance. If you are not a current holder of a compliance certificate issued by the Minnesota Department of Human Rights and intend to bid on any job in this advertisement you must contact the Department of Human Rights immediately for assistance in obtaining a certificate. The following notice from the Minnesota Department of Human Rights applies to all contractors: "It is hereby agreed between the parties that Minnesota Statute, section 363A.36 and Minnesota Rules, parts 5000.3400 to 5000.3600 are incorporated into any contract between these parties based on this specification or any modification of it. A copy of Minnesota Statute 363A.36 and Minnesota Rules, parts 5000.3400 to 5000.3600 is available upon request from the contracting agency." "It is hereby agreed between the parties that this agency will require affirmative action requirements be met by contractors in relation to Minnesota Statute 363A.36 and Minnesota Rules 5000.3600. A minimum goal of 15.5% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises. STATE PROJECT NO. 027-681-038 MINN. PROJ. NO. STPF 2720(170) HENNEPIN COUNTY PROJECT NOs. 2167500 & 2167600