Site work and paving for a mixed-use development in Minneapolis, Minnesota. Completed plans call for site work for a road / highway.

As of April 10, 2024, project was awarded to Veit & Company, Inc. in the amount of $18,890,749.94. Clarification Deadline 11/28/2023 2:00 Pm A pre-letting conference will be held to describe the work included in this project and to answer questions regarding this contract. Location: Csah 36 (University Ave) and Csah 37 (4th St) in the City of Minneapolis. The Major Items of Work Are Approximately: 1 Lump Sum as Built; 1 Lump Sum Mobilization; 1 Each Field Office; 0.00001 Hour Trainees; 21 Each Clearing; 21 Each Grubbing; 1500 Lin Ft Pavement Marking Removal; 500 Sq Ft Pavement Marking Removal; 1 Each Remove Bollards; 28 Each Remove Lighting Unit; 9 Each Remove Casting; 4 Each Remove Gate Valve & Box; 5 Each Remove Hydrant; 65 Each Remove Drainage Structure; 1 Each Remove Mast Arm Foundation; 1 Each Remove Delineator / Marker; 131 Each Remove Sign; 2 Each Remove Dms; 1 Each Remove Equipment Pad; 7 Each Remove Handhole; 39 Each Remove Light Foundation; 1 Each Remove Service Cabinet; 74 Each Remove Sign Panel; 34 Each Salvage Lighting Unit; 1 Each Salvage Mast Arm; 2 Each Salvage Cctv Assembly; 2 Each Salvage Service Cabinet; 1 Each Salvage Dms; 13 Each Salvage Sign; 19 Each Salvage Sign Panel; 156 Lin Ft Sawing Concrete Pavement (Full Depth); 10836 Lin Ft Sawing Bit Pavement (Full Depth); 55 Lin Ft Remove Water Main; 1041 Lin Ft Remove Sewer Pipe (Storm); 7270 Lin Ft Remove Concrete Curb; 2400 Lin Ft Remove Non-metallic Conduit; 84 Sq Yd Remove Concrete Median; 78 Sq Yd Remove Bituminous Median; 8772 Sq Yd Remove Concrete Walk; 2696 Sq Yd Remove Concrete Pavement; 9934 Sq Yd Remove Bituminous Pavement; 5083 Cu Yd Excavation - Common; 112 Cu Yd Excavation - Subgrade; 312 Cu Yd Select Granular Embankment (Cv); 190 Cu Yd Select Granular Embank Super Sand (Cv); 1198 Cu Yd Common Embankment (Cv); 200 Cu Yd Excavation Special; 340 Ton Haul & Dispose of Contaminated Material; 120 Hour Street Sweeper (With Pickup Broom); 3892 Cu Yd Aggregate Base (Cv) Class 5; 4304 Sq Yd Bituminous Patch Special; 47418 Sq Yd Mill Bituminous Surface (2.0"); 470 Each Dowel Bar; 2494 Sq Yd Concrete Pavement 7.0"; 868 Sq Yd Concrete Pavement 10.0"; 2914 Pound Supplemental Pavement Reinforcement; 80 Sq Yd Concrete Pavement Special 1; 4930 Ton Type Sp 12.5 Wearing Course Mix (3;c); 11640 Pound Reinforcement Bars (Epoxy Coated); 8570 Sq Ft Sidewalk Concrete (3s52); 270 Sq Ft Bridge Slab Concrete (3yhpc-m); 12975 Pound Structural Steel (3309); 12 Cu Yd Station Platform Foundations (Uni/4th & Rec/ridder); 12 Cu Yd Station Platform Foundations (Uni/4th & 15th); 9 Cu Yd Station Platform Foundations (Uni/4th & 10th/11th); 10 Each Anchorages Type 1; 1967 Each Anch Type Reinf Bars (Type L); 60 Lin Ft Remove Ornamental Metal Railing; 392 Pound Remove Structural Metals; 90 Sq Ft Remove Concrete Bridge Deck; 4178 Sq Ft Remove Concrete Wearing Course; 4389 Sq Ft Remove Concrete Sidewalk; 327 Lin Ft Replace Waterproof Gland; 750 Lin Ft Reconstruct Expansion Joint Type Special; 550 Sq Ft Reconstruct Approach Panel; 519 Cu Yd Coarse Filter Aggregate (Cv); 750 Lin Ft Expansion Joint Devices Type 4; 74 Lin Ft 8" Pvc Pipe Drain; 53 Lin Ft 15" Pvc Pipe Drain; 136 Lin Ft 8" Perf Pvc Pipe Drain; 9 Lin Ft 12" Cp Pipe Sewer; 44 Lin Ft 6" Ductile Iron Pipe Sewer Cl 52; 904 Lin Ft 12" Rc Pipe Sewer Class V; 1761 Lin Ft 15" Rc Pipe Sewer Class V; 41 Lin Ft 21" Rc Pipe Sewer; 57 Each Connect to Existing Storm Sewer; 254 Lin Ft 15" Pvc Slotted Drain; 5 Each Connect to Existing Water Main; 5 Each Install Hydrant; 4 Each Adjust Hydrant; 4 Each Valve Box; 16 Each Adjust Gate Valve & Box; 12 Each Water Utility Hole; 100 Lin Ft Inspection Hole; 65 Lin Ft 6" Watermain Ductile Iron Cl 52; 28.4 Sq Yd 4" Polystyrene Insulation; 54 Each Const Drainage Structure Design N; 74 Each Casting Assembly; 239 Each Adjust Frame & Ring Casting; 106.3 Lin Ft Const Drainage Structure Design Sd-48; 6.7 Lin Ft Const Drainage Structure Design Sd-60; 16.9 Lin Ft Const Drainage Structure Design Spec 2; 3.7 Lin Ft Const Drainage Structure Design Spec 3; 140.9 Lin Ft Const Drainage Structure Des 48-4020; 21.8 Lin Ft Const Drainage Structure Des 66-4020; 9.7 Lin Ft Const Drainage Structure Des 72-4020; 16.3 Lin Ft Const Drainage Structure Des 78-4020; 11.4 Lin Ft Const Drainage Structure Des 102-4020; 36 Lin Ft Reconstruct Drainage Structure; 26 Each Connect Into Existing Drainage Structure; 5 Each Const Drainage Structure Design Spec 1; 712 Sq Yd Geotextile Filter Type 1; 18848 Sq Ft 4" Concrete Walk; 50470 Sq Ft 5" Concrete Walk; 20650 Sq Ft 6" Concrete Walk; 2936 Sq Ft 6" Concrete Walk (Brt); 22582 Sq Ft 6" Colored Concrete Walk (Black Ice); 3944 Sq Ft 6" Colored Concrete Walk (Grey Cloud); 1854 Each Drill & Grout Reinf Bar (Epoxy Coated); 678 Lin Ft Concrete Curb & Gutter Design B412; 372 Lin Ft Concrete Curb & Gutter Design B424; 332 Lin Ft Concrete Curb & Gutter Design B612; 4848 Lin Ft Concrete Curb & Gutter Design B624; 362 Lin Ft Concrete Curb & Gutter Design B924 (Mod); 270 Lin Ft Concrete Curb & Gutter Design D424; 12 Lin Ft Concrete Curb & Gutter Design S524; 3046 Lin Ft Concrete Curb Design Special 1; 1720 Lin Ft Concrete Curb Design Special 2; 688 Lin Ft Concrete Curb Design Special 5; 1522 Lin Ft Concrete Curb Design B6; 664 Lin Ft Concrete Curb Design B8; 330 Lin Ft Concrete Curb Design B9 (Mod); 618 Sq Yd Concrete Median; 258 Sq Yd 8" Concrete Driveway Pavement; 18 Each Concrete Median Nose-special; 322 Lin Ft Concrete Curb Design V; 3600 Sq Ft Truncated Domes; 1200 Lin Ft Portable Precast Conc Barrier Des 8337; 3000 Lin Ft Relocate Port Precast Conc Bar Des 8337; 1 Each Bicycle Rack; 222 Cu Yd Engineered Root Space; 12 Each Lighting Unit Type Special 1; 30 Each Lighting Unit Type Special 2; 22 Each Light Foundation Design E Modified; 35 Each Light Foundation Design Special; 8 Each Equipment Pad; 42 Each Handhole; 122 Lin Ft 1" Rigid Steel Conduit; 214 Lin Ft 0.5" Non-metallic Conduit; 1967 Lin Ft 1" Non-metallic Conduit; 6155 Lin Ft 2" Non-metallic Conduit; 1180 Lin Ft 2" Non-metallic Cond (Directional Bore); 2381 Lin Ft 3" Non-metallic Conduit; 2090 Lin Ft Underground Wire 1/c 2 Awg; 34480 Lin Ft Underground Wire 1/c 4 Awg; 14310 Lin Ft Underground Wire 1/c 8 Awg; 1360 Lin Ft Underground Wire 1 Cond 12 Awg; 1 Lump Sum Temporary Lighting System; 4 Each Adjust Handhole; 21 Each Install Lighting Unit; 1 Each Install Mast Arm; 2 Each Install Service Cabinet; 1 Each Fiber Optic Splice / Patch Panel; 2 Each Install Cctv Assembly; 5 Each Install Dms; 25 Each Communication Handhole, (Standard), Cip; 17826 Lin Ft Hdpe Conduit 1.5 Inch Dia., Incl. Tracer Wire ; 82 Lin Ft Rigid Pvc Conduit 3 Inch Dia., Incl. Tracer Wir; 1114 Lin Ft Rigid Pvc Conduit 1 Inch Dia., Incl. Tracer Wire; 800 Lin Ft Armored Fiber Optic Pigtail Cable 12sm; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 1 Lump Sum Alternate Pedestrian Route; 16 Each Install Sign Panel; 15 Each Install Sign; 107 Each Install Sign Collar; 4 Each Delineator / Marker; 1 Each Delineator / Marker Panel; 142 Each Delineator Type Recoverable; 817 Sq Ft Sign; 295 Sq Ft Sign Panel; 1 Lump Sum Traffic Control Interconnect; 1 System Traffic Control Signal System C; 1 System Traffic Control Signal System D; 1 System Traffic Control Signal System E; 1 System Traffic Control Signal System F; 1 System Traffic Control Signal System G; 1 System Traffic Control Signal System I; 1 System Traffic Control Signal System J; 1 System Traffic Control Signal System K; 1 System Traffic Control Signal System L; 1 System Traffic Control Signal System M; 1 System Traffic Control Signal System N; 1 System Traffic Control Signal System O; 1 System Revise Signal System a; 1 System Revise Signal System B; 1 System Revise Signal System H; 1 System Revise Signal System P; 1 System Temporary Signal System B; 1 System Temporary Signal System C; 1 System Temporary Signal System D; 1 System Temporary Signal System E; 1 System Temporary Signal System F; 1 System Temporary Signal System H; 1 System Temporary Signal System I; 1 System Temporary Signal System J; 1 System Temporary Signal System K; 1 System Temporary Signal System L; 1 System Temporary Signal System M; 1 System Temporary Signal System N; 1 System Temporary Signal System P; 12 Each Deciduous Tree 3" Cal B&b; 150 Each Perennial 4" Cont; 175 Each Perennial No 1 Cont; 12 Each Tree Grate; 680 Lin Ft Temporary Fence; 1 Lump Sum Erosion Control Supervisor; 230 Each Storm Drain Inlet Protection; 140 Lin Ft Sediment Control Log Type Wood Fiber; 134 Cu Yd Filter Topsoil Borrow; 674 Sq Yd Rolled Erosion Prevention Category 25; 50 Pound Seed Mixture 25-151; 1 Lump Sum Permanent Vegetation Maintenance; 10000 Lin Ft 4" Removable Preform Pavement Marking Tape; 10000 Lin Ft 4" Solid Line Paint; 500 Lin Ft 4" Broken Line Paint; 500 Lin Ft 4" Dble Solid Line Paint; 522 Lin Ft 4" Solid Line Multi Comp; 493 Lin Ft 6" Solid Line Multi Comp; 330 Lin Ft 4" Broken Line Multi Comp; 15 Lin Ft 4" Dotted Line Multi Comp; 15 Lin Ft 4" Dble Solid Line Multi Comp; 1964 Lin Ft 4" Solid Line Multi Comp Gr in; 3781 Lin Ft 6" Solid Line Multi Comp Gr in; 428 Lin Ft 8" Solid Line Multi Comp Gr in; 3216 Lin Ft 4" Broken Line Multi Comp Gr in; 1232 Lin Ft 4" Dotted Line Multi Comp Gr in; 79 Lin Ft 8" Dotted Line Multi Comp Gr in; 977 Lin Ft 4" Dble Solid Line Multi Comp Gr in; 21 Lin Ft 8" Solid Line Pref Thermo; 77 Lin Ft 24" Solid Line Pref Thermo; 15 Lin Ft 4" Dotted Line Pref Thermo; 77 Lin Ft 8" Solid Line Pref Thermo Gr in; 1072 Lin Ft 24" Solid Line Pref Thermo Gr in; 81 Lin Ft 4" Dotted Line Pref Thermo Gr in; 423 Sq Ft Pavt Mssg Pref Thermo Gr in; 330 Sq Ft Crosswalk Pref Tape; 2000 Sq Ft Crosswalk Pref Tape Gr in; 4358 Sq Ft Pavement Marking Special; 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, 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 Have Employed More Than 40 Full-time Employees in Any State, on Any Single Working Day During the Previous 12 Months, You Must Have a Compliance Certificate Issued by the Minnesota Department of Human Rights to Bid on Any Job in This Advertisement. Please Contact the Department of Human Rights Immediately if You Need 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)."