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

Proposed Work Consists of 5.5020 Miles of Grading, Hot Mix Asphalt, Aggregate Base, Culverts, Wildlife Crossing, Scenic Overlooks, Retaining Wall, Landslide Repairs, Median Crossover, Signing, Pavement Markings, and Incidentals Located Us 85, Near 7th St Nw N to Near Little Missouri River (Long X Bridge) And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Escrow of Bid Documentation; 1 L Sum Critical Path Method Schedule; 1 L Sum Clearing & Grubbing; 1404 Ton Remove Aggregate Base & Surfacing; 106037 Ton Removal of Pavement; 619 Lf Remove Precast Concrete Barrier; 15 Ea Removal of End Section-all Types & Sizes; 1223 Lf Removal of Pipe All Types and Sizes; 2 Ea Removal of Manholes; 2 Ea Remove & Reset Inlets; 419 Lf Remove Retaining Wall; 103875 Lf Remove Existing Fence; 1 Ea Removal of Temporary Bypass; 133 Cy Removal of Riprap - Loose Rock; 2664962 Cy Common Excavation-type a; 154472 Cy Topsoil; 297745 Cy Shale Excavation; 215660 Cy Coal Waste; 4612 Cy Embankment-type B; 15 Ea Inspection Trench; 1 Ea Box Culvert Excavation; 6622 Cy Foundation Fill; 1 Ea Foundation Preparation-box Culvert; 32379 M Gal Water; 633 Sta Subgrade Preparation-type a-12in; 83.3 Acre Seeding Class Ii; 294.3 Acre Seeding Class Iii; 386.3 Acre Temporary Cover Crop; 178.7 Acre Soil Stabilization; 420.6 Acre Bonded Fiber Matrix; 500767 Sy Ecb Type 3; 17203 Sy Trm Type 1; 1318 Sy Trm Type 2; 954 Cy Riprap Grade Iii; 10993 Lf Silt Fence Supported; 10993 Lf Remove Silt Fence Supported; 251567 Lf Fiber Rolls 12in; 206550 Lf Remove Fiber Rolls 12in; 49759 Lf Fiber Rolls 20in; 23233 Lf Remove Fiber Rolls 20in; 426 Lf Flotation Silt Curtain; 426 Lf Remove Flotation Silt Curtain; 6 Ea Stabilized Construction Access; 6 Ea Remove Stabilized Construction Access; 4300 Ton Traffic Service Aggregate; 265543 Ton Aggregate Base Course Cl 5; 64177 Gal Tack Coat; 81156 Gal Prime Coat; 1388 Ton Blotter Material Cl 44; 8554 Ton Milling Pavement Surface; 273961 Sy Seal Coat; 103769 Ton Superpave Faa 45; 5086 Ton Commercial Grade Hot Mix Asphalt; 918 Ea Cored Sample; 2858 Ton Pg 58s-28 Asphalt Cement; 3381 Ton Pg 58h-34 Asphalt Cement; 355.3 Cy Class Aae-3 Concrete; 325.1 Cy Class Ae-3 Concrete; 136 Lf 22ft X 14ft Precast Rcb Culvert; 2 Ea 22ft X 14ft Precast Rcb End Section; 110273 Lbs Reinforcing Steel-grade 60; 3050 Sf Steel Sheet Piling; 1 L Sum Mobilization; 9321 Mhr Flagging; 9070 Unit Traffic Control Signs; 4 Ea Attenuation Device-type B-70; 57 Ea Type Iii Barricade; 247 Ea Delineator Drums; 26 Ea Tubular Markers; 85 Ea Flexible Delineators; 755 Ea Stackable Vertical Panels; 2 Ea Sequencing Arrow Panel-type C; 105823 Sf Obliteration of Pavement Marking; 1960 Lf State Furnished Median Barrier; 2 Ea Portable Changeable Message Sign; 2 Ea Field Office; 1 Ea Aggregate Laboratory; 1 Ea Bituminous Laboratory; 1 Ea Contractor's Laboratory; 119093 Sy Geosynthetic Material Type G; 1553 Sy Geosynthetic Material Type Rr; 1 Ea Temporary Bypass; 3 Ea Temporary Connection; 3 Ea Removal of Temp Connection; 13 Lf Pipe Conc Reinf 24in Cl Iii; 574 Lf Pipe Conc Reinf 30in Cl Iii; 28 Lf Pipe Conc Reinf 30in Cl Iv; 138 Lf Pipe Conc Reinf 36in Cl Iii; 34 Lf Pipe Conc Reinf 48in Cl Iii; 1 Ea End Sect-conc Reinf 30in; 2 Ea End Sect-traversable Reinf. Conc.30in; 1 Ea End Sect-conc Reinf 48in; 233 Lf Pipe Conduit 18in; 630 Lf Pipe Conduit 24in; 626 Lf Pipe Conduit 24in-approach; 1217 Lf Pipe Conduit 30in; 78 Lf Pipe Conduit 30in-approach; 380 Lf Pipe Conduit 36in; 64 Lf Pipe Conduit 42in; 377 Lf Pipe Conduit 36in-jacked or Bored; 43 Lf Pipe Conduit 48in; 76 Lf Pipe Conduit 54in; 35 Lf Pipe Conduit 60in; 102 Lf Pipe Conduit 24in-jacked or Bored; 118 Lf Pipe Corr Steel .064in 24in Polymeric Coated; 48 Lf Pipe Corr Steel .064in 30in Polymeric Coated; 108 Lf Pipe Corr Steel .064in 36in Polymeric Coated; 34 Lf Pipe Corr Steel .064in 48in Polymeric Coated; 196 Lf Pipe Corr Steel .109in 60in Polymeric Coated; 2 Ea End Sect Corr Steel .064in 24in; 1 Ea End Sect-traversable Metal 30in; 25500 Lf Pipe Pvc 1.5in Slotted Drain; 84 Lf Cattle Pass Conc Intermed Section; 2 Ea Remove & Relay Conc Cattle Pass End Section; 23 Lf Remove & Relay Pipe-all Types & Sizes; 14 Ea Remove & Relay End Section-all Type & Sizes; 1 Ea Plug Pipe-all Types & Sizes; 157 Ea Right of Way Markers; 58 Ea Alignment Monuments; 130 Ea Iron Pin R/w Monuments; 26 Ea Iron Pin Reference Monuments; 11 Ea Manhole 60in; 3 Ea Manhole 72in; 2 Ea Manhole 84in; 2 Ea Manhole 96in; 113.7 Lf Manhole Riser 60in; 31.3 Lf Manhole Riser 72in; 23.4 Lf Manhole Riser 84in; 29 Lf Manhole Riser 96in; 1 Ea Manhole Repair; 1 Ea Inlet Special Catch Basin-type a 60in; 2 Ea Median Drain Precast Concrete-type a; 467 Lf Valley Gutter Special; 3018 Lf Fence Barbed Wire 4 Strand-steel Post; 35323 Lf Fence Woven Wire 8ft; 11281 Lf Fence Woven Wire 10ft; 20836 Lf Fence Woven Wire Reset; 360 Lf Fence Wildlife Friendly; 36000 Lf Temporary Fence; 675 Lf Temporary Safety Fence; 4570 Lf Fence Remove & Reset; 3 Ea Fence Terminal; 9 Ea Vehicle Gate; 19 Ea Remove Vehicle Gate; 13 Ea Vehicle Gate 8ft X 16ft; 5 Ea Vehicle Gate 8ft X 32ft; 3 Ea Vehicle Gate 10ft X 32ft; 1 Ea Pedestrian Gate; 93 Ea Corner Assembly Woven Wire 8ft; 51 Ea Corner Assembly Woven Wire 10ft; 112 Ea Corner Assembly Barbed Wire-wood Post; 51 Ea Single Brace Assembly Woven Wire 8ft; 46 Ea Single Brace Assembly Woven Wire 10ft; 120 Ea Double Brace Assembly Woven Wire 8ft; 34 Ea Double Brace Assembly Woven Wire 10ft; 7 Ea Double Brace Assembly Barbed Wire-wood Post; 894 Sf Flat Sheet For Signs-type Xi Refl Sheeting; 362 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 65 Ea Delineators-type a-single Sided; 389 Ea Remove & Reset Delineators; 8 Ea Delineators-type D; 1994 Lf Steel Galv Posts-telescoping Perforated Tube; 241 Lf Galv Steel Posts-w-shape Posts(Two or More); 267 Sf Panel for Signs-type Iv Reflective Sheeting; 10 Ea Interstate Mile Posts-type C; 8 Ea Reset Sign Panel; 32 Ea Object Markers - Type Iii; 83 Ea Object Markers - Culverts; 4 Ea Remove Sign Foundation; 2 Ea Vehicle Speed Feedback Sign; 1 L Sum Signing; 4.6 Mile Rumble Strips - Asphalt Median; 22.3 Mile Sinusoidal Rumble Strip - Asphalt Shoulder; 374 Sf Preformed Patterned Pvmt Mk-message(Grooved); 178068 Lf Epoxy Pvmt Mk 6in Line-wet Reflective-grooved; 8407 Lf Epoxy Pvmt Mk 12in Line-wet Reflective-grooved; 102 Lf Epoxy Pvmt Mk 24in Line-wet Reflective-grooved; 366203 Lf Short Term 6in Line-type Nr; 1 Ea Remove Barrel Attenuation Device; 1 Ea Mailbox-all Types; 277720 Sy Flexible Growth Medium; 1 L Sum Machine Hygiene; 4040 Lf 4.0ft Diameter Drilled Shaft; 1 L Sum Working Platform; 4070 Lf Ground Anchor; 2 Ea Sacrificial Ground Anchor Load Test; 200 Lf Instrumentation-inclinometer; 2 Ea Instrumentation-strain Gauge; 164 Lf Instrumentationdrilled Shaft Movement Sensor; 1 L Sum Instrumentation-data Logging Equipment; 4 Ea Cross-hole Sonic Log Test; 1 Ea Abutment Underdrain System; 2490 Sf Modular Retaining Wall Systems; 3358 Sf Concrete Modular Block Retaining Wall; 2 Ea Cattle Guard Reset; 4 Ea Remove Cattle Guard; 7 Ea Wildlife Guard 16ft X 32ft; 18 Ea Drain Field; 1 Ea Median Crossovers. *** End of Project 23484*** Bid Range $90,000,001 to $100,000,000 Time October 14, 2028 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 - 23484 - Grading, Hot Mix Asphalt, Aggregate Base, Culverts, Wildlife Crossing, Landslide Repairs, Median Crossover, Signing, Pavement Markings, 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.