Demolition, site work, paving, outdoor lighting and new construction of a mixed-use development in Killdeer, North Dakota. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; for outdoor lighting for a road / highway; road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

Proposed Work Consists of 21.4820 Miles of Full Depth Reclamation, Subcut, Hma Overlay, Curb & Gutter, Structure Removal & Replacement & Repair, Turn Lanes, Pipe Repair & Cleanout, Ditch Grading, Lighting, Ada Ramps, Drainage Improvements Located Nd 200, Near Cmc 1323 (Dunn Center) E to Near Cmc 1341 (Dodge) And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Escrow of Bid Documentation; 1 L Sum Cultural Resource Construction Monitoring; 1 L Sum Eticketing; 1 L Sum Removal of Structure-site 1; 1 L Sum Removal of Structure-site 2; 1 L Sum Removal of Structure-site 3; 182 Sy Removal of Concrete Pavement; 72153 Ton Remove Aggregate Base; 247 Lf Removal of Curb & Gutter; 3915 Ton Removal of Bituminous Surfacing; 38 Ea Removal of End Section-all Types & Sizes; 156 Lf Removal of Pipe All Types and Sizes; 3 Ea Removal Of Temporary Bypass; 15285 Cy Common Excavation-type a; 6447 Cy Topsoil; 4352 Cy Common Excavation-waste; 1898 Cy Topsoilimported; 1469 Cy Common Excavation-subcut; 11584 Cy Borrow-excavation; 1 L Sum Embankment Special; 10 Ea Flatten Ditch Block Slopes; 2482 Ton Subcut Aggregate; 1 Ea Box Culvert Excavation - Site 1; 1 Ea Box Culvert Excavation - Site 2; 1 Ea Box Culvert Excavation - Site 3; 2720 Cy Foundation Fill; 855 Cy Box Culvert Foundation Aggregate; 3 Ea Foundation Preparationbox Culvert; 2251 M Gal Water; 2318 Sta Foreslope Reshaping; 77.642 Acre Seeding Class Ii; 74.564 Acre Temporary Cover Crop; 99.003 Acre Soil Stabilization; 633 Sy Ecb Type 2; 524 Cy Riprap Grade Ii; 620 Lf Silt Fence; 620 Lf Remove Silt Fence; 45500 Lf Fiber Rolls 12in; 27705 Lf Remove Fiber Rolls 12in; 242 Lf Flotation Silt Curtain; 242 Lf Remove Flotation Silt Curtain; 820 Ton Traffic Service Aggregate; 6506 Ton Aggregate Base Course Cl 5; 758 Ton Clean Rock; 408216 Sy Full Depth Reclamation; 419170 Sy Cement Stabilized Base Course; 14826 Ton Portland Cement; 40112 Gal Tack Coat; 103442 Gal Prime Coat; 2487 Ton Blotter Material Cl 44; 63092 Ton Milling Pavement Surface; 121221 Ton Rap - Superpave Faa 43; 1 L Sum Hma Intelligent Compaction; 1 L Sum Paver Mounted Thermal Profiler; 715 Ea Cored Sample; 200 Ton Patching; 5468 Ton Pg 58s-34 Asphalt Cement; 1140 Sy Penetrating Water Repellent Treatment; 340 Lf Bridge Deck Crack Sealing; 148 Lf Dbl 12ft X 10ft Precast Rcb Culvert; 110 Lf Dbl 14ft X 7ft Precast Rcb Culvert; 112 Lf Dbl 14ft X 9ft Precast Rcb Culvert; 2 Ea Dbl 12ft X 10ft Precast Rcb End Section; 2 Ea Dbl 14ft X 7ft Precast Rcb End Section; 2 Ea Dbl 14ft X 9ft Precast Rcb End Section; 200 Lf Double Box Beam Rail Retrofit-free Standing; 19 Cy Overlay Concrete; 1 Cy Deck Concrete; 333 Sy Class 1-h Removal; 333 Sy Class 1 Removal; 17 Sy Class 3 Removal; 3 Sy Class 4 Removal; 13 Sf Deck Spall Repair; 1 L Sum Mobilization; 5400 Mhr Flagging; 10321 Unit Traffic Control Signs; 6 Ea Lane Closure-signal Control/flagging Control; 8 Ea Attenuation Device-type B-65; 4 Ea Portable Rumble Strips; 27 Ea Type Iii Barricade; 13 Ea Sidewalk Barricade; 88 Lf Pedestrian Channelization; 186 Ea Delineator Drums; 480 Ea Tubular Markers; 42 Ea Stackable Vertical Panels; 174 Ea Vertical Panels-back to Back; 2700 Hr Pilot Car; 1739 Sf Obliteration of Pavement Marking; 5 Ea Temporary Curb Ramp; 1280 Lf State Furnished Median Barrier; 2 Ea Portable Changeable Message Sign; 1 Ea Field Office; 1 Ea Aggregate Laboratory; 1 Ea Bituminous Laboratory; 1 Ea Contractor's Laboratory; 22 Ea Inlet Protection-special; 22 Ea Remove Inlet Protection-special; 4258 Sy Geosynthetic Material Type G; 657 Sy Geosynthetic Material Type Rr; 1 Ea Temporary Bypass-site I; 1 Ea Temporary Bypass-site Ii; 1 Ea Temporary Bypass-site Iii; 24 Lf Pipe Conc Reinf 24in Cl Iii; 36 Lf Pipe Conc Reinf 30in Cl Iii; 30 Lf Pipe Conc Reinf 30in Cl V; 42 Lf Pipe Conc Reinf 60in Cl Iv; 22 Ea End Sect-traversable Reinf. Conc.24in; 3 Ea End Sect-conc Reinf 30in; 5 Ea End Sect-traversable Reinf. Conc.30in; 3 Ea End Sect-traversable Reinf. Conc.36in; 138 Sy Str Plate Pipe Concrete Floor; 56 Lf Pipe Conduit 18in-approach; 76 Lf Pipe Conduit 18in-storm Drain; 101 Lf Pipe Conduit 24in-approach; 63 Lf Pipe Conduit 24in-storm Drain; 48 Lf Pipe Corr Steel .064in 18in; 8 Ea End Sect Corr Steel .064in 18in; 1 Ea End Sect Corr Steel .064in 24in; 4 Ea End Sect Corr Steel .064in Arch 21in X 15in; 22 Lf Cattle Pass Conc Intermed Section; 130 Lf Removal of Cattle Pass; 2 Ea Remove & Relay Conc Cattle Pass End Section; 54 Lf Remove & Relay Pipe-all Types & Sizes; 25 Ea Remove & Relay End Section-all Type & Sizes; 266 Ea Right of Way Markers; 65 Ea Alignment Monuments; 128 Ea Iron Pin R/w Monuments; 100 Ea Iron Pin Reference Monuments; 3 Ea Inlet-type 2 Double; 20 Lf Inlet Slotted Drain 18in; 589 Lf Curb & Gutter-type I; 521 Sy Sidewalk Concrete; 1 Ea Sidewalk Trench Drain; 80 Sf Detectable Warning Panels; 3136 Lf Temporary Safety Fence; 130 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 118 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 591 Lf Steel Galv Posts-telescoping Perforated Tube; 1 Ea Reference Marker-type C; 8 Ea Reset Sign Panel; 12 Ea Object Markers - Type Iii; 76 Ea Object Markers - Culverts; 6 Ea Object Markers - Type Iii (Back to Back); 40.2 Mile Sinusoidal Rumble Strip - Asphalt Shoulder; 20.1 Mile Sinusoidal Rumble Strip - Asphalt Centerline; 336 Sf Pvmt Mk Painted-message; 18727 Lf Short Term 6in Line-type R; 144 Lf Short Term 24in Line-type R; 528992 Lf Short Term 6in Line-type Nr; 340402 Lf Pvmt Mk Painted 6in Line; 133 Lf Pvmt Mk Painted 8in Line; 4222 Lf Pvmt Mk Painted 12in Line; 152 Lf Pvmt Mk Painted 24in Line; 496 Lf W-beam Guardrail; 4 Ea W-beam Guardrail End Terminal; 367 Lf Remove & Reset Guardrail; 395 Lf Remove Box Beam Guardrail; 4 Ea Remove End Treatment & Transition; 16 Ea Mailbox-all Types; 1 Ea Lighting System; 4 Ea Temporary Stream Diversion; 1 L Sum Dewatering; 2 Ea Shoring; 471 Sf Spall Repair; 41 Ea Pipe Cleanout. Bid Range $24,000,001 to $30,000,000 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 - 23388 - Full Depth Reclamation, HMA Overlay, Structure Removal & Replacement & Repair, Turn Lanes, Ditch Grading, Lighting, ADA Ramps, Drainage Improvements *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.