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

The Major Items of Work Are Approximately: 1 Lump Sum Vibration Monitoring; 1 Lump Sum as Built; 1 Lump Sum Mobilization; 1 Each Field Office; 1 Each Field Laboratory; 3500 Hour Trainees; 65 Each Clearing; 65 Each Grubbing; 9543 Lin Ft Pavement Marking Removal; 384 Sq Ft Pavement Marking Removal; 88 Each Remove Lighting Unit; 14 Each Remove Stairs; 5 Each Remove Stone Pillar; 98 Each Remove Manhole or Catch Basin; 24 Each Remove Manhole; 19 Each Remove Gate Valve; 20 Each Remove Hydrant; 257 Each Remove Sign Type C; 22 Each Remove Sign Type Special; 88 Each Remove Light Foundation; 1 Each Remove Bench; 6 Each Remove Bicycle Rack; 2 Each Salvage Hydrant; 4 Each Salvage Lighting Unit; 22 Each Salvage Sign Type Special; 22 Each Salvage Sign Panel Type C; 8106 Lin Ft Sawing Concrete Pavement (Full Depth); 691 Lin Ft Sawing Bit Pavement (Full Depth); 10 Lin Ft Remove Pipe Drain; 279 Lin Ft Remove Water Main; 5084 Lin Ft Remove Sewer Pipe (Storm); 12909 Lin Ft Remove Curb & Gutter; 600 Lin Ft Remove Retaining Wall; 463 Lin Ft Remove Fence; 121 Lin Ft Remove Metal Pipe Railing; 1600 Lin Ft Remove Streetcar Tracks; 72 Lin Ft Salvage Retaining Wall; 58 Sq Yd Remove Concrete Median; 37864 Sq Yd Remove Pavement; 400 Sq Yd Remove Bituminous Pavement; 94607 Sq Ft Remove Concrete Walk; 11362 Sq Ft Remove Concrete Driveway Pavement; 1 Lump Sum Remove Asbestos Material; 26 Each Remove Tree Grate; 143 Sq Ft Remove Stone Pavers; 8250 Cu Yd Excavation - Common; 12466 Cu Yd Excavation - Subgrade; 72 Cu Yd Granular Embankment (Cv); 12465 Cu Yd Select Granular Embankment (Cv); 3360 Cu Yd Common Embankment (Cv); 1 Lump Sum Dewatering; 100 Cu Yd Excavation Special; 100 Cu Yd Haul & Dispose of Contaminated Material; 75 Sq Yd Geotextile Fabric Type 1; 400 Hour Street Sweeper (With Pickup Broom); 70 M Gallon Water; 10541 Cu Yd Aggregate Base (Cv) Class 6; 721 Sq Yd Bituminous Patch Special; 139 Sq Yd Mill Bituminous Surface (2.75"); 67 Sq Yd Mill Concrete Surface (1.5"); 1080 Each Dowel Bar; 22 Lin Ft Integrant Curb Design B4; 1084 Lin Ft Integrant Curb Design B6; 208 Sq Yd Concrete Pavement 6" High-early; 58 Sq Yd Concrete Pavement 6" High-early (Black Ice); 1058 Sq Yd Concrete Pavement 8.0"; 254 Sq Yd Concrete Pavement 8" Highearly; 98 Sq Yd Concrete Pavement 8" High-early (Black Ice); 530 Sq Yd Concrete Pavement 10.0"; 222 Sq Yd Concrete Pavement Special 1; 23306 Sq Yd Ultrathin Bonded Wearing Course; 74 Ton Type Sp 9.5 Wearing Course Mix (2,b); 3653 Ton Type Sp 12.5 Non Wear Course Mix (4,b); 5756 Ton Type Sp 12.5 Wearing Course Mix (4,c); 1660 Pound Reinforcement Bars (Epoxy Coated); 1141 Sq Ft Raised Median Concrete (3s52); 313 Pound Structural Steel (3306); 135 Lin Ft Expansion Joints; Design E8; 94 Cu Yd Structure Excavation Class U; 1 Lump Sum Stairway(S); 72 Lin Ft Install Retaining Wall; 4 Sq Yd Reconstruct Retaining Wall; 293 Sq Ft Prefabricated Modular Block Wall; 498 Each Anch Type Reinf Bars (Type Nt); 14 Cu Yd Coarse Filter Aggregate (Cv); 39 Cu Yd Structural Backfill; 1 Lump Sum Earth Retention System (Temporary); 3000 Sq Ft Steel Sheet Piling (Temporary); 949 Lin Ft 4" Perf Tp Pipe Drain; 4 Each Connect to Existing Pipe Drain; 91 Lin Ft 12" Pvc Pipe Sewer; 618 Lin Ft 15" Pvc Pipe Sewer; 3061 Lin Ft 15" Rc Pipe Sewer Des 3006 Cl V; 724 Lin Ft 18" Rc Pipe Sewer Des 3006 Cl V; 548 Lin Ft 21" Rc Pipe Sewer Des 3006 Cl Iii; 432 Lin Ft 24" Rc Pipe Sewer Des 3006 Cl Iii; 176 Lin Ft 33" Rc Pipe Sewer Des 3006 Cl Iii; 1 Lump Sum Maintenance of Storm Sewers; 21 Each Connect to Existing Storm Sewer; 30 Each Inspection Hole; 1 Lump Sum Irrigation System; 4 Each Relocate Water Service Connection; 22 Each Connect to Existing Water Main; 20 Each Hydrant; 2 Each Install Hydrant; 2 Each Adjust Hydrant; 19 Each Valve Box; 2 Each 6" Gate Valve; 41 Each Adjust Curb Box; 55 Each Water Utility Hole; 108 Lin Ft 6" Watermain Ductile Iron Cl 52; 1 Each Const Drainage Structure Design Spec 1; 1 Each Const Drainage Structure Design Spec 2; 1 Each Const Drainage Structure Design Spec 3; 1 Each Const Drainage Structure Design Spec 4; 1 Each Const Drainage Structure Design Spec 5;1 Each Const Drainage Structure Design Spec 6; 1 Each Const Drainage Structure Design Spec 7; 1 Each Const Drainage Structure Design Spec 8; 1 Each Const Drainage Structure Design Spec 9; 1 Each Const Drainage Structure Design Spec 10; 1 Each Const Drainage Structure Design Spec 11; 1 Each Const Drainage Structure Design Spec 12; 1 Each Const Drainage Structure Design Spec 13; 1 Each Const Drainage Structure Design Spec 14; 140 Each Casting Assembly; 78 Each Adjust Frame & Ring Casting; 205.3 Lin Ft Const Drainage Structure Design H; 74.4 Lin Ft Const Drainage Structure Design N; 7.6 Lin Ft Const Drainage Structure Design Sd-48; 426.1 Lin Ft Const Drainage Structure Des 48-4020; 31.6 Lin Ft Const Drainage Structure Des 60-4020; 5 Each Construct Water Manhole; 36 Each Reconstruct Drainage Structure; 3 Each Grout Catch Basin or Manhole; 1 Each Connect Into Existing Drainage Structure; 55257 Sq Ft 4" Concrete Walk; 36736 Sq Ft 4" Colored Concrete Walk; 39401 Sq Ft 6" Concrete Walk; 72 Sq Ft 6" Concrete Walk Special; 15874 Sq Ft 6" Colored Concrete Walk; 1790 Sq Ft 8" Colored Concrete Walk; 1594 Each Drill & Grout Reinf Bar (Epoxy Coated); 146 Lin Ft Concrete Curb & Gutter Design Special; 675 Lin Ft Concrete Curb & Gutter Design B412; 87 Lin Ft Concrete Curb & Gutter Design B424; 30 Lin Ft Concrete Curb & Gutter Design B524; 1765lin Ft Concrete Curb & Gutter Design B612; 12778 Lin Ft Concrete Curb & Gutter Design B624; 14 Lin Ft Concrete Curb & Gutter Design D424; 478 Sq Yd 6" Concrete Driveway Pavement; 698 Sq Yd 8" Concrete Driveway Pavement; 7592 Lin Ft Linear Guide Strip; 2830 Lin Ft Concrete Sill; 834 Lin Ft Concrete Curb Design V; 893 Lin Ft Concrete Curb Design Sw; 2319 Sq Ft Truncated Domes; 1145 Lin Ft Portable Precast Conc Barrier Des 8337;1145 Lin Ft Relocate Port Precast Conc Bar Des 8337; 90 Lin Ft Bituminous Curb; 43 Each Bicycle Rack; 1 Lump Sum Lighting System "a"; 1 Lump Sum Lighting System "B"; 1 Lump Sum Lighting System "C"; 1 Lump Sum Lighting System "D"; 1 Lump Sum Lighting System "E"; 1 Lump Sum Lighting System "F"; 1 Lump Sum Lighting System "G"; 1 Lump Sum Lighting System "H"; 1 Lump Sum Lighting System "I"; 1 Lump Sum Lighting System "J"; 1 Lump Sum Lighting System "K"; 3 Each Service Cabinet; 12 Each Handhole; 100 Lin Ft 1" Rigid Steel Conduit; 1400 Lin Ft 3" Non-metallic Conduit; 1 Lump Sum Temporary Lighting System; 4 Each Install Lighting Unit; 3 Lump Sum Electrical Service; 1 Lump Sum Traffic Control Supervisor; 1 Lump Sum Traffic Control; 1 Lump Sum Alternate Pedestrian Route; 1 Lump Sum Smart Arrow Board; 3 Each Vehicle Speed Feedback Sign; 84 Unit Day Portable Changeable Message Sign; 675 Sq Ft Construction Sign-special; 2660 Sq Ft Temporary Walkway Surface; 22 Each Install Sign Type C; 40 Each Delineator; 231 Each Sign Collar; 22 Each Install Sign Type Special; 156 Each Concrete Footings Design Special; 35 Each Delineator / Marker; 66 Sq Ft Sign Special; 1170 Sq Ft Sign Type C; 1 Lump Sum Traffic Control Interconnect System a; 1 Lump Sum Traffic Control Interconnect System B; 1 System Traffic Control Signal System B; 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 I; 1 System Traffic Control Signal System J; 1 System Revise Signal System G; 1 System Revise Signal System H; 1 System Temporary Signal System B; 1 System Temporary Signal System C; 1 System Temporary Signal System D; 1 System Temporary Signal System H; 1 System Temporary Signal System I; 95 Each Tree Protection; 5 Hour Prune Trees; 1 Lump Sum Stabilized Construction Exit; 1 Lump Sum Erosion Control Supervisor; 133 Each Storm Drain Inlet Protection; 442 Lin Ft Sediment Control Log Type Compost; 1 Acre Subsoiling; 2 Acre Soil Bed Preparation; 169 Cu Yd Rooting Topsoil Borrow; 1823 Cu Yd Boulevard Topsoil Borrow; 183 Cu Yd Loam Topsoil Borrow;96 Pound Fertilizer Type 3; 2266 Sq Yd Sodding Type Lawn; 40 M Gallon Rapid Stabilization Method 3; 1 Lump Sum Permanent Vegetation Maintenance; 5234 Sq Yd Seeding Special; 549 Cu Yd Mulch Material Type Special; 1000 Lin Ft 6" Removable Preform Pavement Marking Tape; 350 Sq Ft Removable Preformed Plastic Mask (Black); 13000 Lin Ft Mobile Retroreflectometer Measurements; 2436 Lin Ft 4" Solid Line Paint; 3261 Lin Ft 6" Solid Line Paint; 100 Lin Ft 8" Solid Line Paint; 340 Lin Ft 4" Broken Line Paint; 100 Lin Ft 8" Broken Line Paint; 1153 Lin Ft 4" Dotted Line Paint; 892 Lin Ft 4" Solid Line Multi Comp; 2011 Lin Ft 6" Solid Line Multi Comp; 174 Lin Ft 24" Solid Line Multi Comp; 20 Lin Ft 6" Broken Line Multi Comp; 14 Lin Ft 4" Dotted Line Multi Comp; 14 Lin Ft 6" Dotted Line Multi Comp; 812 Lin Ft 4" Dble Solid Line Multi Comp; 4484 Lin Ft 4" Solid Line Multi Comp Gr in; 2627 Lin Ft 6" Solid Line Multi Comp Gr in; 83 Lin Ft 8" Solid Line Multi Comp Gr in; 143 Lin Ft 24" Solid Line Multi Comp Gr in; 1160 Lin Ft 4" Broken Line Multi Comp Gr in; 160 Lin Ft 6" Broken Line Multi Comp Gr in; 26 Lin Ft 4" Dotted Line Multi Comp Gr in; 232 Lin Ft 6" Dotted Line Multi Comp Gr in; 4918 Lin Ft 4" Dble Solid Line Multi Comp Gr in; 582 Lin Ft 24" Solid Line Pref Thermo Gr in Esr; 296 Sq Ft Pavt Mssg Paint; 974 Sq Ft Pavt Mssg Pref Thermo Gr in Esr; 4000 Sq Ft Crosswalk Pref Thermo Gr in Esr; 910 Sq Ft Pavement Marking Special 1; 384 Sq Ft Pavement Marking Special 2; 640 Sq Ft Pavement Marking Special 3; 474 Sq Ft Pavement Marking Special 4; 112 Sq Ft Pavement Marking Special 5; 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 inFederally-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)." This Project Has a Disadvantaged Business Enterprises (Dbe) Goal. See the Dbe Special Provisions for Requirements. All Project Plans, Specifications, Instructions for Bidders, the Bid Form and All Other Requirements Are Available at Online. The Advertisement for This Project May Also Be Viewed at The Minnesota Department of Transportation State Aid for Local Transportation Eadvert Web Site.