Site work, paving and outdoor lighting for a mixed-use development in Hillsboro, North Dakota. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; road / highway; sidewalk / parking lot; sidewalk / parking lot; for outdoor lighting for a road / highway; and water / sewer project.

Proposed Work Consists of 9.5700 Miles of Grading, Ditch Cleaning, Pcc Pavement, Mill & Hma Overlay, Slope Protection, Structure Repairs, Bridge Deck and Approach Slab Replacements, Culverts, Fencing, Guardrail, Lighting, Pedestrian Bridge Located I-29, 3 Mi S of Hillsboro N to Near Jct Nd 200 - Nb And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum E-ticketing; 1 L Sum Clearing & Grubbing; 79 Ea Removal of Trees 10in; 24 Ea Removal of Trees 18in; 14 Ea Removal of Trees 30in; 1365 Ton Remove Aggregate Base & Surfacing; 2 Ea Removal of Concrete; 1 L Sum Removal of Structure; 1 L Sum Removal of Concrete; 345 Lf Removal of Curb & Gutter; 131569 Ton Removal of Pavement; 1 Ea Removal of End Section-all Types & Sizes; 4789 Lf Removal of Culverts-all Types & Sizes; 8 Lf Removal of Pipe All Types and Sizes; 49890 Lf Remove Existing Fence; 6 Ea Removal of Temporary Bypass; 43191 Cy Common Excavation-type a; 50495 Cy Topsoil; 61556 Cy Common Excavation-waste; 630 Cy Common Excavation-subcut; 9523 Cy Borrow-excavation; 1 Ea Box Culvert Excavation; 1 L Sum Class 1 Excavation; 1 Ea Foundation Preparation; 2900 Cy Foundation Fill; 1 Ea Foundation Preparation-box Culvert; 3426 M Gal Water; 1 L Sum Prepare Stockpile Site; 1 L Sum Restore Stockpile Site; 138.5 Acre Seeding Class Ii; 138.8 Acre Temporary Cover Crop; 277.3 Acre Soil Stabilization; 1969 Sy Ecb Type 2; 299 Sy Trm Type 1; 87295 Lf Silt Fence Unsupported; 87295 Lf Remove Silt Fence Unsupported; 100308 Lf Fiber Rolls 12in; 8252 Lf Remove Fiber Rolls 12in; 840 Lf Fiber Rolls 20in; 420 Lf Remove Fiber Rolls 20in; 1030 Lf Flotation Silt Curtain; 1030 Lf Remove Flotation Silt Curtain; 72306 Cy Salvaged Base Course; 1024 Cy Aggregate Base Course Cl 5; 5641 Gal Tack Coat; 1049 Ton Milling Pavement Surface; 12934 Ton Superpave Faa 43; 24 Ea Cored Sample; 500 Ton Patching; 783 Ton Pg 58s-28 Asphalt Cement; 171464 Sy 9in Non-reinf Concrete Pvmt Cl Ae-doweled; 81 Lf 3in Expansion Joint; 54 Sy Concrete Sleeper Slab; 506.9 Cy Class Aae-3 Concrete; 83.2 Cy Class Ae-3 Concrete; 5.2 Sy Pile Supported Approach Slab; 295 Sy Bridge Approach Slab-remove & Replace; 3307 Sy Penetrating Water Repellent Treatment; 720 Lf Bridge Deck Crack Sealing; 15 Sf Curb Repair; 338 Sf Special Surface Finish; 564 Lf Prestressed I-beam-63in; 11580 Lbs Reinforcing Steel-grade 60; 133179 Lbs Reinforcing Steel-grade 60-epoxy Coated; 1 L Sum Structural Steel; 430 Lf Steel Piling Hp 10 X 42; 410 Lf Steel Piling Hp 14 X 73; 315 Lf Steel Piling Hp 14 X 102; 650 Lf Pedestrian Fence; 2 Ea Connection Plate Modification; 72 Sf Deck Spall Repair; 1 L Sum Mobilization; 2570 Mhr Flagging; 12223 Unit Traffic Control Signs; 2 Ea Lane Closure-signal Control/flagging Control; 2 Ea Attenuation Device-type B-25; 2 Ea Attenuation Device-type B-45; 8 Ea Attenuation Device-type B-80; 2 Ea Portable Rumble Strips; 44 Ea Type Iii Barricade; 2 Ea Sidewalk Barricade; 340 Ea Delineator Drums; 820 Ea Tubular Markers; 311 Ea Delineator; 721 Ea Flexible Delineators; 6 Ea Vertical Panels-back to Back; 6 Ea Sequencing Arrow Panel-type C; 2 Ea Sequencing Arrow Panel-type C-crossover; 2 Ea Flashing Beacon; 11 Ea Type B Flashers; 6675 Sf Obliteration of Pavement Marking; 3820 Lf State Furnished Median Barrier; 2 Ea Portable Changeable Message Sign; 2 Ea Vehicle Speed Feedback Sign; 1 Ea Field Office; 1 Ea Aggregate Laboratory; 1 Ea Bituminous Laboratory; 1 Ea Contractor's Laboratory; 317006 Sy Geosynthetic Material Type G; 3 Ea Temporary Bypass; 1 Ea End Sect-traversable Reinf. Conc.24in; 319 Lf Pipe Conduit 12in; 96 Lf Pipe Conduit 18in-approach; 641 Lf Pipe Conduit 18in; 1394 Lf Pipe Conduit 24in; 51 Lf Pipe Conduit 24in-approach; 170 Lf Pipe Conduit 24in-storm Drain; 1221 Lf Pipe Conduit 30in; 309 Lf Pipe Conduit 36in; 741 Lf Pipe Conduit 42in; 658 Lf Pipe Conduit Arch 51in X 31in; 1 Ea Plug Pipe-all Types & Sizes; 21 Ea Right of Way Markers; 23 Ea Alignment Monuments; 10 Ea Iron Pin R/w Monuments; 17 Ea Iron Pin Reference Monuments; 1 Ea Manhole 48in; 1 Ea Manhole Casting; 15.6 Lf Manhole Riser 48in; 750 Sy Sidewalk Concrete Reinf; 104 Sf Detectable Warning Panels; 50104 Lf Fence Smooth Wire 3 Strand-steel Post; 7 Ea Fence Terminal; 5 Ea Vehicle Gate; 17 Ea Corner Assembly-steel Post; 27 Ea Double Brace Assembly-steel Post; 288 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 29 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 125 Ea Delineators-type a-single Sided; 38 Ea Delineators-type B; 10 Ea Delineators-type E; 18 Ea Delineators-type D; 344 Lf Steel Galv Posts-telescoping Perforated Tube; 211 Lf Galv Steel Post-standard Pipe; 607 Lf Galv Steel Posts-w-shape Posts(Two or More); 1162 Sf Panel for Signs-type Iv Reflective Sheeting; 9 Ea Interstate Mile Posts-type C; 1 Ea Reset Sign Panel; 4 Ea Object Markers - Type I; 4 Ea Object Markers - Type Iii; 94 Ea Object Markers - Culverts; 5 Cy Class Ae Concrete-sign Foundations; 30 Ea Remove Sign Foundation; 18.18 Mile Sinusoidal Rumble Strip - Concrete Shoulder; 22240 Ea Raised Pavement Markers; 6764 Lf Short Term 4in Line-type R; 600 Lf Short Term 8in Line-type R; 471 Lf Short Term 24in Line-type R; 6045 Lf Short Term 6in Line-type Nr; 112 Sf Short Term Messagetype R; 301588 Lf Pvmt Mk Painted 6in Line; 2908 Lf Pvmt Mk Painted 12in Line; 430 Lf Pvmt Mk Painted 24in Line; 1020 Lf W-beam Guardrail; 12 Ea W-beam Guardrail End Terminal; 282 Lf Remove & Reset Guardrail; 499 Lf Remove W-beam Guardrail & Posts; 4 Ea Reset W-beam Guardrail End Terminal; 6 Ea Remove End Treatment & Transition; 1 Ea Lighting System a; 1 Ea Remove Lighting System; 1 Ea It System; 8 Ea Temporary Stream Diversion; 1 Set Bridge Bench Marks; 1850 Lbs Polyurethane Foam; 1 L Sum Roadway Canopy; 2 Ea Shoring; 16 Sf Elastomeric Bearing Pad; 73 Lf Silicone Sealant; 526 Sy Aggregate Slope Protection; 2 Ea Abutment Underdrain System; 42 Lf Approach Slab Lip Repair; 1 Ea Barrier Repair; Alternate a 232.9 Cy Class Ae-3 Concrete-box Culvert; 42152 Lbs Reinforcing Steel-grade 60-box Culvert; 290 Sy Geosynthetic Material Type G; Alternate B 102 Lf 12ft X 15ft Precast Rcb Culvert; 1 Ea 12ft X 15ft Precast Rcb End Section; 270 Sy Geosynthetic Material Type G. *** End of Project 23102*** Time October 17, 2026 Bid Range $30,000,001 to $40,000,000 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. 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 23102 - Grading, Ditch Cleaning, Pcc Pavement, Mill & HMA Overlay, Slope Protection, Structure Repairs, Bridge Deck and Approach Slab Replacements - I-29 *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.