Demolition, site work, paving and new construction of a civil project in Southeast McKenzie, North Dakota. Completed plans call for site work for a bridge / tunnel; for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; and for paving for a bridge / tunnel.

Proposed Work Consists of 0.2040 Miles of Structure Replacements, Grading and Incidentals Located East Beicegel Creek Rd, 2 Mi S of Cmc 2750 & 2 Mi W of Us 85 (Grassy Butte); 113th Ave Nw, 2 Mi N of Cmc 2712 & 3 Mi W of Us 85 (Keene) And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Clearing & Grubbing-site 1; 1 L Sum Clearing & Grubbing-site 2; 2 Ea Removal of Structure; 489 Cy Common Excavation-subcut; 26 M Gal Water; 916 Ton Aggregate Base Course Cl 5; 1 L Sum Mobilization; 701 Unit Traffic Control Signs; 2 Ea Type Iii Barricade; 1127 Sy Geosynthetic Material Type G; 1 L Sum Temporary Bypass; 4 Ea Remove Sign Foundation; Alternate a 25 Cy Common Excavation-type C; 725 Cy Topsoil; 3460 Cy Borrow-excavation; 1 Ea Box Culvert Excavation; 364 Cy Foundation Fill; 1 Ea Foundation Preparation-box Culvert; 6.25 Sta Subgrade Preparation-type C-12in; .44 Acre Seeding Class Ii; .44 Acre Temporary Cover Crop; .44 Acre Straw Mulch; 120 Cy Riprap Grade Ii; 2169 Lf Fiber Rolls 12in; 559 Ton Aggregate Surface Course Cl 13; 76 Lf 11ft X 10ft Precast Rcb Culvert; 76 Lf Dbl 11ft X 10ft Precast Rcb Culvert; 2 Ea 11ft X 10ft Precast Rcb End Section; 2 Ea Dbl 11ft X 10ft Precast Rcb End Section; 546 Sy Geosynthetic Material Type G; 200 Sy Geosynthetic Material Type Rr; 1 Ea Temporary Stream Diversion; .16 Acre Wetland Mitigation Site 1; Alternate B 50 Cy Common Excavation-type C; 760 Cy Topsoil; 3810 Cy Borrow-excavation; 2 Ea Foundation Preparation; 6.25 Sta Subgrade Preparationtype C-12in; .51 Acre Seeding Class Ii; .51 Acre Temporary Cover Crop; .51 Acre Straw Mulch; 328 Cy Riprap Grade Ii; 600 Ton Aggregate Surface Course Cl 13; 98 Cy Class Aae-3 Concrete; 56.9 Cy Class Ae-3 Concrete; 162.2 Sy Concrete Bridge Approach Slab; 6299 Lbs Reinforcing Steel-grade 60; 42660 Lbs Reinforcing Steel-grade 60-epoxy Coated; 44880 Lbs Structural Steel; 609 Lf Steel Piling Hp 10 X 57; 490 Sy Geosynthetic Material Type Rr; 60 Lf Curb & Gutter-type I; 152 Lf W-beam Guardrail; 4 Ea W-beam Guardrail End Terminal; 12 Sf Elastomeric Bearing Pad; Alternate C 123 Lf Remove Existing Fence; 80 Cy Common Excavationtype C; 608 Cy Topsoil; 980 Cy Borrow-excavation; 1 Ea Box Culvert Excavation; 320 Cy Foundation Fill; 1 Ea Foundation Preparation-box Culvert; 4.51 Sta Subgrade Preparation-type C-12in; .42 Acre Seeding Class Ii; .42 Acre Temporary Cover Crop; .42 Acre Straw Mulch; 91 Cy Riprap Grade Ii; 1597 Lf Fiber Rolls 12in; 403 Ton Aggregate Surface Course Cl 13; 76 Lf Dbl 12ft X 7ft Precast Rcb Culvert; 2 Ea Dbl 12ft X 7ft Precast Rcb End Section; 358 Sy Geosynthetic Material Type G; 151 Sy Geosynthetic Material Type Rr; 117 Lf Fence Barbed Wire 4 Strand-steel Post; 1 Ea Temporary Stream Diversion; .16 Acre Wetland Mitigation Site 2; Alternate D 300 Cy Common Excavation-type C; 1009 Cy Topsoil; 3409 Cy Borrow-excavation; 2 Ea Foundation Preparation; 7.11 Sta Subgrade Preparation-type C-12in; .54 Acre Seeding Class Ii; .54 Acre Temporary Cover Crop; .54 Acre Straw Mulch; 274 Cy Riprap Grade Ii; 790 Ton Aggregate Surface Course Cl 13; 101.9 Cy Class Aae-3 Concrete; 56.9 Cy Class Ae-3 Concrete; 162.2 Sy Concrete Bridge Approach Slab; 6407 Lbs Reinforcing Steel-grade 60; 42660 Lbs Reinforcing Steel-grade 60-epoxy Coated; 44880 Lbs Structural Steel; 819 Lf Steel Piling Hp 10 X 57; 410 Sy Geosynthetic Material Type Rr; 60 Lf Curb & Gutter-type I; 305 Lf W-beam Guardrail; 4 Ea W-beam Guardrail End Terminal; 8 Sf Elastomeric Bearing Pad. *** End of Project 23715*** Bid Range - $1,000,001 to $1,500,000 Prequalification is required for all bidders submitting a bidding proposal form. Prequalification is required annually. Prequalified contractors who wish to renew their prequalification must submit a complete "Contractor's Prequalification Statement" by July 1 of each calendar year. Bidders who are not currently prequalified must submit a complete "Contractor's Prequalification Statement" at least 10 business days prior to the date of the bid opening. Information is available from the Construction Services Division of the North Dakota Department of Transportation. Contractor's License--A contractor is not required to have a license from the state of North Dakota before bidding on any project, however, no contract will be awarded unless said contractor holds a current North Dakota license in the class within which the value of the contract falls. Contractors are required to meet the provisions of the Contract Work Hours and Safety Standards Act on the federal aid projects, are required to meet the Fair Labor Standards Act on all projects, and are required to pay any minimum wage rates set forth in the proposal form. A bid guarantee is required by Section 24-02-20, NDCC. The bid guarantee may be a bid bond equal to 10 percent of the full amount of the bid or a cashier's check of the bidder on a solvent bank equal to 5 percent of the bid. Bid bond shall be on the department form SFN 14196. Prior arrangements may be made with the department to file bid guarantees in advance. The Department of Transportation and all bidders are obligated to affirmatively ensure that in any contract entered into pursuant to this advertisement, minority or women's business enterprises will be afforded a full opportunity to participate and to submit bids in response to this invitation and will not be discriminated against on the grounds of race, religion, color, sex, age, or national origin in consideration for an award. Where applicable the contractor must fulfill all special provision requirements for utilization of Disadvantaged Business Enterprises. The right is reserved to reject any and all proposals, to waive technicalities, or to accept such as may be determined to be for the best interests of the state. NDDOT - Job No - 23715 - Structure Replacements, Grading and Incidentals *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.