Site work and paving for a civil project in Epping, North Dakota. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

Proposed Work Consists of 0.0000 Miles of Abutment Endwall Replacement, Approach Slabs, Concrete Spall Repair, Bridge Deck Crack Sealing, Surface Finish, Roadway Pavement, Guardrail Located Us 2, Bnsf Railroad Structure (Ray) - Eb/wb And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Railway Protection Insurance; 1 L Sum Railroad Coordination; 1 L Sum Removal of Concrete; 14 Cy Removal of Concrete; 145 Sy Removal of Concrete Pavement; 80 Sy Removal of Bituminous Surfacing; 1 Ea Removal of Temporary Bypass; 1 L Sum Class 1 Excavation; 167 Ton Aggregate Base Course Cl 5; 142 Ton Commercial Grade Hot Mix Asphalt; 112 Lf 3in Expansion Joint; 65 Sy Concrete Sleeper Slab; 192 Lf Doweled Contraction Joint Assembly; 585 Sy 13.5in Concrete Pavement Repair-full Depth-doweled; 79.9 Cy Class Aae-3 Concrete; 291.4 Sy Concrete Bridge Approach Slab; 328 Sy Pile Supported Approach Slab; 3035 Sy Penetrating Water Repellent Treatment; 1950 Lf Bridge Deck Crack Sealing; 4976 Sf Special Surface Finish; 1788 Lbs Reinforcing Steel-grade 60; 11768 Lbs Reinforcing Steel-grade 60-epoxy Coated; 15.7 Lf Pedestrian Canopy; 67 Sf Deck Spall Repair; 1 L Sum Mobilization; 200 Mhr Flagging; 2009 Unit Traffic Control Signs; 14 Ea Type Iii Barricade; 98 Ea Delineator Drums; 112 Ea Tubular Markers; 144 Ea Flexible Delineators; 2 Ea Sequencing Arrow Panel-type C; 2 Ea Sequencing Arrow Panel-type C-crossover; 5624 Sf Obliteration of Pavement Marking; 18 Lf Curb & Gutter Mountable-type I; 75 Lf Curb & Gutter-type I; 1450 Lf Epoxy Pvmt Mk 12in Line; 240 Sf Epoxy Pvmt Mk Message; 17234 Lf Epoxy Pvmt Mk 6in Line; 160 Lf Epoxy Pvmt Mk 24in Line; 42 Lf Epoxy Pvmt Mk 6in Line-grooved; 16946 Lf Short Term 6in Line-type R; 160 Lf Short Term 24in Linetype R; 2 Ea W-beam Guardrail End Terminal; 129 Lf Remove & Reset Guardrail; 2 Ea Shoring; 1243 Lf Silicone Sealant; 4 Ea Abutment Underdrain System; 48 Lf Pressure Relief Joint; 19 Sf Spall Repair; 1 L Sum Abutment Repair. Bid Range $2,500,001 to $3,000,000 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. 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 - 22605 - Abutment Endwall Replacement, Approach Slabs, Concrete Spall Repair, Bridge Deck Crack Sealing, Surface Finish, Roadway Pavement, Guardrail *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.