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

Type - Structure Replacements, Grading, and Incidentals Length - 0.2550 Location - Richland Co; 177th Ave Se, 4.5 Mi W of Fairmount & 2.5 Mi S of Nd 11; 180th Ave Se, 1.5 Mi W of Fairmount & 2.5 Mi S of Nd 11 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. 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. Proposed Work Consists of 0.2550 Miles of Structure Replacements, Grading, and Incidentals Located 177th Ave Se, 4.5 Mi W of Fairmount & 2.5 Mi S of Nd 11; 180th Ave Se, 1.5 Mi W of Fairmount & 2.5 Mi S of Nd 11 And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Removal of Structure-site 1; 1 L Sum Removal of Structure-site 2; 149 Lf Removal of Culvertsall Types & Sizes; 3768 Cy Common Excavation-type B; 1786 Cy Topsoil; 1600 Cy Borrow-site 1; 250 Cy Borrow-site 2; 1 Ea Box Culvert Excavation - Site 1; 1 Ea Box Culvert Excavation - Site 2; 1 L Sum Channel Excavation-site 1; 1 L Sum Channel Excavationsite 2; 900 Ton Foundation Fill; 630 Cy Foundation Fill-type 1; 2 Ea Foundation Preparation-box Culvert; 5 M Gal Water; 12.5 Sta Subgrade Preparation-type B; 1.96 Acre Seeding Class Ii; .27 Acre Wetland Seed; 2.23 Acre Temporary Cover Crop; 2.23 Acre Straw Mulch; 500 Ton Riprap Grade Ii; 610 Lf Silt Fence Unsupported; 610 Lf Remove Silt Fence Unsupported; 440 Lf Fiber Rolls 12in; 440 Lf Remove Fiber Rolls 12in; 60 Lf Flotation Silt Curtain; 60 Lf Remove Flotation Silt Curtain; 1190 Ton Aggregate Surface Course Cl 13; 112 Lf 10ft X 10ft Precast Rcb Culvert; 112 Lf 11ft X 8ft Precast Rcb Culvert; 4 Ea 10ft X 10ft Precast Rcb End Section; 4 Ea 11ft X 8ft Precast Rcb End Section; 1 L Sum Mobilization; 188 Unit Traffic Control Signs; 16 Ea Type Iii Barricade; 750 Sy Geosynthetic Material Type R1; 1360 Sy Geosynthetic Material Type S1; 116 Lf Pipe Corr Steel .064in 18in; 60 Lf Pipe Corr Steel .109in 48in; 4 Ea End Sect Corr Steel .064in 18in; 2 Ea End Sect Corr Steel .109in 48in; 8 Ea Object Markers - Type Iii; 1 Ea Temporary Stream Diversion - Site 1; 1 Ea Temporary Stream Diversion - Site 2; .15 Acre Wetland Mitigation Site 1; .15 Acre Wetland Mitigation Site 2 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. ND DOT - Job No - 23560 - 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.