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

**As of May 3, 2019, the project has not yet been awarded. ** Location: Fremont Avenue South over Midtown Greenway The major items of work are approximately:1 Lump Sum Vibration Monitoring; 1 Each Field Office Type D; 900 Hour Trainees; 7 Tree Clearing; 7 Tree Grubbing; 1 Each Remove Drainage Structure; 1 Each Remove Handhole; 1 Each Remove Light Foundation; 1 Each Salvage Lighting Unit; 2 Each Remove Gate Valve and Manhole; 108 Lin Ft Sawing Bit Pavement (Full Depth); 155 Lin Ft Remove Water Main; 69 Lin Ft Remove Sewer Pipe (Storm); 251 Lin Ft Remove Curb and Gutter; 100 Lin Ft Remove Retaining Wall; 194 Lin Ft Remove Non-metallic Conduit; 150 Lin Ft Salvage Chain Link Fence; 56 Sq Yd Remove Concrete Pavement; 429 Sq Yd Remove Bituminous Pavement; 5599 Sq Ft Remove Bituminous Walk; 1773 Sq Ft Remove Concrete Walk; 50 Lin Ft Abandon Water Main; 181 Sq Yd Geotextile Fabric Type 1; 123 Cu Yd Common Excavation; 172 Cu Yd Select Granular Borrow Mod (Cv); 1955 Cu Yd Select Granular Borrow Mod 10% (Cv); 500 Cu Yd Haul and Dispose of Contaminated Material; 60 Hour Street Sweeper (With Pickup Broom); 215 Cu Yd Aggregate Base (Cv) Class 5; 326 Sq Yd Mill Bituminous Surface (2.0"); 68 Sq Yd Concrete Pavement 10.0"; 100 Each Drill and Grout Reinf Bar (Epoxy Coated); 297 Ton Type Sp 12.5 Wearing Course Mix (2;b); 263 Lin Ft Type Mod P-1 Barrier Conc (3s52); 270 Cu Yd Structural Concrete (1g52); 497 Cu Yd Structural Concrete (3b52); 21320 Pound Reinforcement Bars; 81840 Pound Reinforcement Bars (Epoxy Coated); 110 Pound Reinforcement Bars (Stainless-75ksi); 1844 Sq Ft Sidewalk Concrete (3s52); 1 Lump Sum Structure Excavation; 2500 Sq Ft Bridge Deck Planing; 3733 Sq Ft Bridge Slab Concrete (3yhpc-m); 18 Each Bearing Assembly; 260 Lin Ft Ornamental Metal Railing Type Special; 660 Lin Ft Prestressed Concrete Beams 27m; 47 Lin Ft Diaphragms for Type 27m Prest Beams; 28 Lin Ft Expansion Joints; Design E8h; 142 Sq Yd Bridge Approach Panels; 192 Cu Yd Structure Excavation Class U; 37 Sq Yd Precast Architectural Panels; 789 Sq Ft Modular Block Retaining Wall; 1195 Sq Ft Arch Conc Texture (Bush Hammer); 5365 Sq Ft Arch Conc Texture (Mediablast); 26 Each Anch Type Reinf Bars (Type L); 6 Lin Ft Reconstruct Railing; 1 Lump Sum Remove Existing Bridge; 4 Each Ci- P Conc Test Pile 35 Ft Long 12"; 1 Lump Sum Temporary Vertical Shoring; 1545 Lin Ft C-i-p Concrete Piling 12"; 1 Each 18" Rc Pipe Apron; 1 Each Trash Guard for 18" Pipe Apron; 1 Lump Sum Drainage System Type (B910); 10 Lin Ft 18" Rc Pipe Sewer Des 3006 Cl V; 100 Lin Ft Plug Fill and Abandon Pipe Sewer; 3 Each 8" Gate Valve and Box; 3 Each 8" Gate Valve and Manhole; 205 Lin Ft 8" Watermain Ductile Iron Cl 52; 155 Lin Ft Watermain Encasement; 1070 Pound Fittings; 1 Each Casting Assembly; 3 Each Adjust Frame and Ring Casting; 7 Lin Ft Const Drainage Structure Design F; 26 Sq Yd Geotextile Filter Type 4; 6 Cu Yd Random Riprap Class Iii; 770 Sq Ft 3.5" Concrete Walk; 1291 Sq Ft 6" Concrete Walk; 245 Lin Ft Concrete Curb and Gutter Design B624; 10 Lin Ft Concrete Curb Design V6 (Modified); 15 Lin Ft Concrete Curb Design V; 120 Sq Ft Truncated Domes; 1 Lump Sum Conduit System; 1 Lump Sum Conduit System (Lighting); 2 Each Underpass Luminaires Type Led; 1 Each Light Foundation Design E Modified; 4 Each Handhole; 220 Lin Ft 2" Non-metallic Conduit; 960 Lin Ft Underground Wire 1/c 4 Awg; 932 Lin Ft Underground Wire 1/c 10 Awg; 1 Each Install Lighting Unit; 6 Lin Ft 0.75" Liquidtight Flexible Conduit; 11 Lin Ft Wire Fence Design 60v-9322; 14 Lin Ft Install Fence; 150 Lin Ft Install Chain Link Fence; 1 Lump Sum Traffic Control; 1 Lump Sum Detour Signing; 1 Lump Sum Detour Signing and Striping; 289 Sq Ft Temporary Walkway Surface; 2 Each Sign Panels Type Special (Bridge Mounted); 1177 Lin Ft Temporary Fence; 8 Each Storm Drain Inlet Protection; 258 Lin Ft Silt Fence Type Ms; 100 Cu Yd Common Topsoil Borrow; 944 Sq Yd Erosion Control Blankets Category 3n; 12 Pound Seed Mixture 25-121; 3 Mgal Rapid Stabilization Method 3; 1359 Sq Ft Site Restoration; 180 Lin Ft 4" Solid Line Paint; 60 Lin Ft 4" Dotted Line Paint, 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. Read carefully the wage scales and division a of the special provisions as they affect this/these project/projects 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. Failure by a contractor to implement an affirmative action plan or make a good faith effort shall result in revocation of its certificate or revocation of the contract (Minnesota Statute 363A.36, Subd. 2 and 3)." A minimum goal of 6.1% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.