Site work and paving for a civil project in Fargo, 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 0.6200 Miles of Structure Repairs, Pcc Pavement, Expansion Joint, and Guardrail Located I-94, Red River Bridge North Dakota / Minnesota Border Eb/wb And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Removal of Concrete; 1934 Sy Removal of Concrete Pavement; 584 Lf Removal of Curb & Gutter; 411 Sy Removal of Bituminous Surfacing; 11 M Gal Water; .3 Acre Seeding Class Ii; .3 Acre Temporary Cover Crop; .6 Acre Hydraulic Mulch; 1526 Lf Fiber Rolls 12in; 541 Ton Salvaged Base Course; 133 Ton Commercial Grade Hot Mix Asphalt; 230 Lf 3in Expansion Joint; 150 Sy Concrete Sleeper Slab; 98 Sy Concrete Median Pavement; 1128 Sy 11in Concrete Pavement Repairfull Depth-doweled; 703 Sy 9in Concrete Pavement Repair-full Depth-doweled; 516 Sy Bridge Approach Slab-remove & Replace; 36 Lf Jersey Barrier Formed or Slip Formed; 30 Lf J-barrier Formed or Slip Form-type a-step Med; 16671 Sy Penetrating Water Repellent Treatment; 17089 Sf Special Surface Finish; 180 Ea Bearing Modification; 1438 Ea Pack Rust Repair; 1 L Sum Containment System; 786 Cy Overlay Concrete; 284 Cy Deck Concrete; 16173 Sy Class 1 Removal; 3236 Sy Class 2 Removal; 5824 Lf Class 2-a Removal; 808 Sy Class 3 Removal; 324 Sy Class 4 Removal; 1 L Sum Mobilization; 675 Mhr Flagging; 3613 Unit Traffic Control Signs; 2 Ea Attenuation Device-type B-55; 8 Ea Type Iii Barricade; 2 Ea Sidewalk Barricade; 970 Lf Pedestrian Walkway; 260 Ea Delineator Drums; 7 Ea Tubular Markers; 26 Ea Delineator; 4 Ea Sequencing Arrow Panel-type C; 1 Ea Temporary Traffic Signals; 6810 Sf Obliteration of Pavement Marking; 3975 Lf State Furnished Median Barrier; 8 Ea Portable Changeable Message Sign; 2 Ea Queue Detection System; 4 Ea Vehicle Speed Feedback Sign; 30 Lf Curb & Gutter-type 1 Special; 584 Lf Mountable Curb & Gutter-type 1 Sec a; 35940 Lf Short Term 6in Line-type R; 48 Lf Short Term 24in Line-type R; 1350 Lf Short Term 12in Line-type R; 2240 Lf Polyurea Pvmt Mk 6in Line; 11200 Lf Preformed Patterned Pvmt Mk 6in Line-grooved; 9245 Lf Pref Patt Pvmt Mk 9in Line Contrast-grooved; 1365 Lf Pref Patt Pvmt Mk 13in Line Contrast-grooved; 1691 Lf W-beam Guardrail; 2 Ea W-beam Guardrail End Terminal; 1783 Lf Remove W-beam Guardrail & Posts; 2 Ea Remove End Treatment & Transition; 1 Ea Shoring; 1 L Sum Bridge Repair-bearing; 356 Sf Pier Repair; 2 Ea Barrier Repair; 1 L Sum Modify Automated Deck Sprayers. *** End of Project 23520*** Bid Range $10,000,001 to $11,500,000 Time 80 Calendar Days 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. 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 - 23520 - Structure Repairs, PCC Pavement, Expansion Joint, and Guardrail - I-94 *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. This Special Provision details technological items that are prohibited from use on Department contracts. The contents of this SP take precedent over requirements regarding affected equipment in all other contract documents. This Special Provision modifies the NDDOT Standard Specifications to allow for the use of electronic haul tickets (E-Tickets) when delivering material. If E-Tickets are utilized the Engineer and Contractor each have the right to revert to the use of paper tickets upon providing a written notice to the other party. This work consists of repairing all areas designated in the plans as pack rust repair areas including bearings, channels, plates, X-brace plates, and tie plates that have been deformed by pack rust (rust build-up) and at other locations directed by the Engineer in accordance with the repair procedure described herein. The steel's surface will be prepared and repainted with a primer topcoat according to the requirements of this Special Provision. The existing steel is painted with a lead-based paint. The lead may be in concentrations high enough to produce hazardous waste during and after removal. During surface preparation operations, high concentrations of airborne particulate will occur. Refer to OSHA regulations to determine the degree of worker protection required. This special provision describes providing, repositioning, operating, maintaining, monitoring, calibrating, testing, and removing a Queue Detection System (QDS) capable of measuring vehicular speeds at downstream sections of roadway and displaying information on Portable Changeable Message Signs (PCMS) at upstream locations. This special provision incorporates labor rates from the US Department of Labor, the North Dakota DOT (NDDOT), and the Minnesota DOT (MNDOT). All payroll forms and related Statements of Compliance must be submitted to the NDDOT, using the format required by NDDOT. Should a wage dispute arise on the Minnesota portion of the project, the contractor will be asked to provide the additional information required under the MNDOT's labor compliance program.