Site work and paving for a bridge / tunnel in Glasston, North Dakota. Completed plans call for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

This work consists of supplying a Commercial Grade Hot Mix Asphalt that meets the requirements of Section 430, Hot Mix Asphalt (HMA), with the following revisions. Proposed Work Consists of 0.0000 Miles of Deck Overlay, Approach Slabs, Concrete Spall Repair, Expansion Joint Repair, Bearing Modification, Pier Repair, Guardrail Located Us 2 (Demers Ave), Sorlie Bridge (Grand Forks); Nd 5, Strucutre Over Red River; Nd 59, Structure Over Red River ( Pembina) And Involves Approximately: 1 L Sum Contract Bond; 40 Lf Removal of Curb & Gutter; 641.9 Sy Removal of Bituminous Surfacing; 1 L Sum Removal of Existing Retaining Wall; 511.6 Ton Salvaged Base Course; 155.6 Ton Commercial Grade Hot Mix Asphalt; 360.8 Sy Bridge Approach Slabremove & Replace; 22074 Sy Penetrating Water Repellent Treatment; 3830 Lf Bridge Deck Crack Sealing; 18660 Sf Special Surface Finish; 3 Ea Bearing Modification; 846 Cy Overlay Concrete; 34 Cy Deck Concrete; 10144 Sy Class 1-h Removal; 10144 Sy Class 1 Removal; 304 Sy Class 3 Removal; 102 Sy Class 4 Removal; 194 Sf Deck Spall Repair; 1 L Sum Mobilization; 300 Mhr Flagging; 6439 Unit Traffic Control Signs; 3 Ea Lane Closure-signal Control/flagging Control; 2 Ea Attenuation Device-type B45; 4 Ea Attenuation Device-type B-65; 4 Ea Portable Rumble Strips; 29 Ea Type Iii Barricade; 2 Ea Sidewalk Barricade; 106 Ea Delineator Drums; 760 Sf Obliteration of Pavement Marking; 3080 Lf State Furnished Median Barrier; 4 Ea Casting Inlet-type 1; 60 Lf Curb & Gutter-type 1 Special; 3460 Lf Short Term 6in Line-type R; 96 Lf Short Term 24in Line-type R; 22890 Lf Pvmt Mk Painted 6in Line; 332.6 Lf W-beam Guardrail; 4 Ea W-beam Guardrail End Terminal; 470.1 Lf Remove & Reset Guardrail; 395.1 Lf Remove Wbeam Guardrail & Posts; 2 Ea Remove End Treatment & Transition; 1 L Sum Temporary Vertical Shoring; 130.6 Lf Polyurethane Foam Joint Seal; 96 Lf Finger Expansion Joint Modification; 36 Sf Spall Repair; 90 Ea Anch Type Reinf Bars (Type Nt); 1 L Sum Reconstruct Bearing Seat; 8.4 Lf Approach Slab Lip Repair; 6 Ea Reconstruct Bearing Assembly; 36 Ea Install Bearing Stiffener; 1 L Sum Reposition Pier; 6 Ea Jack and Reposition Rocker Bearing; 6 Ea Haunch Plate; 232 Sf Organic Zinc Rich Paint System (Old); 1 L Sum Landscape Preparation. Bid Range $7,000,001 to $8,000,000 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 - 23903 - Deck Overlay, Approach Slabs - Multiple Locations *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.