Demolition, site work, paving and new construction of a mixed-use development in Menoken, 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; road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

Proposed Work Consists of 0.7440 Miles of Grading, Aggregate Base, Pcc Pavement, HMA, Structure Replacement, Sidewalk, Retaining Wall, Storm Sewer, Culverts, Signing, Pavement Marking, Traffic Signals, Lighting, Guardrail and Incidentals Located I-94 Jct Bus 94 (Bismarck Expressway) and Centennial Rd - Bismarck Bid Range - $40,000,001 to $50,000,000 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 E-ticketing; 1 L Sum Removal of Trees & Brush; 10 Ea Removal of Trees 10in; 4 Ea Removal of Trees 18in; 1 L Sum Removal of Structure; 62208 Ton Removal of Pavement; 4 Ea Removal of End Section-all Types & Sizes; 2465 Lf Removal of Pipe All Types and Sizes; 10 Ea Removal of Inlets; 392 Lf Removal of Chain Link Fence; 113576 Cy Common Excavation-type a; 26305 Cy Topsoil; 81913 Cy Common Excavation-waste; 173278 Cy Borrow-excavation; 1 Ea Embankment-type B; 1 L Sum Class 1 Excavation; 1 Ea Foundation Preparation; 4072 M Gal Water; 1 L Sum Prepare Stockpile Site; 1 L Sum Restore Stockpile Site; 24.5 Acre Seeding Class Ii; .6 Acre Seeding Class Iii; 26.2 Acre Temporary Cover Crop; 26.2 Acre Soil Stabilizer; 25.1 Acre Hydraulic Mulch; 634 Sy Ecb Type 2; 1718 Sy Concrete Slope Protection; 1392 Lf Silt Fence Unsupported; 1392 Lf Remove Silt Fence Unsupported; 28900 Lf Fiber Rolls 12in; 15889 Lf Remove Fiber Rolls 12in; 60191 Ton Salvaged Base Course; 2111 Gal Tack Coat; 16513 Gal Prime Coat; 392 Ton Blotter Material Cl 44; 5971 Ton Superpave Faa 45; 3593 Ton Commercial Grade Hot Mix Asphalt; 22 Ea Cored Sample; 358 Ton Pg 58h-34 Asphalt Cement; 349 Sy 8in Non-reinf Concrete Pvmt Cl Ae-doweled; 26063 Sy 9in Non-reinf Concrete Pvmt Cl Ae-doweled; 15706 Sy 10in Non Reinf Concrete Pvmt Cl Ae-doweled; 231 Sy 12in Non Reinf Concrete Pvmt Cl Ae-doweled; 236.8 Lf 3in Expansion Joint; 184 Sy Concrete Sleeper Slab; 1256.3 Cy Class Aae-3 Concrete; 334.1 Cy Substructure Concrete Class Aae-3; 270.1 Cy Class Ae-3 Concrete; 705.3 Sy Concrete Bridge Approach Slab; 681 Sy Pile Supported Approach Slab; 67 Lf Jersey Barrier Formed or Slip Formed; 6219 Sy Penetrating Water Repellent Treatment; 83752 Lbs Reinforcing Steel-grade 60; 342574 Lbs Reinforcing Steelgrade 60-epoxy Coated; 1 L Sum Structural Steel; 2535 Lf Steel Piling Hp 12 X 53; 4695 Lf Steel Piling Hp 14 X 102; 349.3 Lf Pedestrian Railing; 493.3 Lf Pedestrian Fence; 1 L Sum Mobilization; 4500 Mhr Flagging; 6050 Unit Traffic Control Signs; 2 Ea Attenuation Device-type B-25; 2 Ea Attenuation Device-type B-35; 7 Ea Attenuation Device-type B-75; 21 Ea Type Iii Barricade; 6 Ea Sidewalk Barricade; 1307 Lf Pedestrian Walkway; 343 Ea Delineator Drums; 178 Ea Tubular Markers; 275 Ea Flexible Delineators; 34 Ea Stackable Vertical Panels; 7 Ea Sequencing Arrow Panel-type C; 4 Ea Temporary Traffic Signals; 3012 Sf Obliteration of Pavement Marking; 7 Ea Temporary Curb Ramp; 4130 Lf State Furnished Median Barrier; 4 Ea Portable Changeable Message Sign; 1 Ea Video Monitoring System; 1 Ea Aggregate Laboratory; 1 Ea Bituminous Laboratory; 1 Ea Contractor's Laboratory; 10 Ea Inlet Protection-special; 10 Ea Remove Inlet Protection-special; 84153 Sy Geosynthetic Material Type G; 28 Lf Pipe Conc Reinf 18in Cl Iii; 8 Lf Pipe Conc Reinf 24in Cl Iii; 152 Lf Pipe Conc Reinf 36in Cl Iii; 18 Lf Pipe Conc Reinf 60in Cl Iii; 1 Ea End Secttraversable Reinf. Conc.18in; 3 Ea End Sect-traversable Reinf. Conc.36in; 388 Lf Pipe Conduit 12in; 838 Lf Pipe Conduit 15in-storm Drain; 84 Lf Pipe Conduit 18in; 214 Lf Pipe Conduit 18in-storm Drain; 124 Lf Pipe Conduit 24in; 748 Lf Pipe Conduit 24in-storm Drain; 86 Lf Pipe Conduit 30in; 120 Lf Pipe Conduit 36in; 104 Lf Pipe Conduit 36in-storm Drain; 84 Lf Pipe Conduit 36in-jacked or Bored; 64 Lf Pipe Conduit 30in-jacked or Bored; 8 Ea Remove & Relay End Section-all Type & Sizes; 14 Ea Plug Pipe-all Types & Sizes; 8 Ea Right of Way Markers; 69 Ea Alignment Monuments; 8 Ea Iron Pin R/w Monuments; 1 Ea Manhole 48in; 2 Ea Manhole 60in; 1 Ea Manhole 72in; 1 Ea Manhole 84in; 9.26 Lf Manhole Riser 48in; 15.67 Lf Manhole Riser 60in; 5.18 Lf Manhole Riser 72in; 4 Lf Manhole Riser 84in; 17 Ea Casting Mountable Curb-type B; 19 Ea Inlet-type 2; 9 Ea Inlet-type 2 Double; 1 Ea Inlet Special-type 2 60in; 90 Lf Inlet Slotted Drain 15in; 2 Ea Inlet Catch Basin 9in Beehive; 2 Ea Adjust Gate Valve Box; 2 Ea Relocate Gate Valve & Box; 149 Cf Insulation Board; 12878 Lf Curb & Gutter-type I; 3522.7 Sy Pigmented Concrete; 676 Sy Sidewalk Brick Pattern; 2795 Sy Sidewalk Concrete 4in; 44 Sy Concrete Median Nose Paving; 46 Sy Driveway Concrete; 73 Sy Driveway Concrete 8in; 351 Sf Detectable Warning Panels; 357 Lf Fence Chain Link; 400 Lf Temporary Safety Fence; 3 Ea Corner Assembly Chain Link; 889 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 546 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 11 Ea Delineators-type a-single Sided; 36 Ea Delineators-type B; 32 Ea Delineators-type D; 30 Ea Flexible Delineators-type D; 889 Lf Steel Galv Posts-telescoping Perforated Tube; 446 Lf Galv Steel Post-standard Pipe; 797 Lf Galv Steel Posts-w-shape Posts(Two or More); 1154 Sf Panel for Signs-type Xi Reflective Sheeting; 1658 Sf Panel for Signs-type Iv Reflective Sheeting; 1 Ea Interstate Mile Posts-type C; 3 Ea Reset Sign Panel; 6 Ea Object Markers - Type I; 33 Ea Object Markers - Culverts; 94.4 Cy Class Ae Concrete-sign Foundations; 47 Ea Remove Sign Foundation; 1 Ea Overhead Sign Str Bridge Mounted; 1 Ea Overhead Sign Str 31ft Cantilever; 1 Ea Overhead Sign Str 43ft Cantilever; 1 Ea Overhead Sign Str 45ft Cantilever; 1 Ea Overhead Sign Str 130ft Truss; 1 Ea Overhead Sign Str 140ft Truss; 1 Ea Dynamic Message Sign; 564 Lf Epoxy Pvmt Mk 4in Line-grooved; 1227 Sf Preformed Patterned Pvmt Mkmessage(Grooved); 225 Lf Epoxy Pvmt Mk 8in Line-grooved; 64 Sf Epoxy Pvmt Mk Message-grooved; 3378 Lf Short Term 4in Linetype R; 53423 Lf Short Term 6in Line-type R; 816 Lf Short Term 24in Line-type R; 5871 Lf Short Term 10in Line-type R; 2532 Lf Short Term 4in Line-type Nr; 37363 Lf Short Term 6in Line-type Nr; 1238 Lf Short Term 8in Line-type Nr; 784 Lf Short Term 24in Line-type Nr; 9364 Lf Short Term 10in Line-type Nr; 1113 Sf Short Term Message-type R; 1268 Sf Short Term Message-type Nr; 1049 Lf Preformed Thermo Plastic Pvmt Mk 6in Line; 722 Lf Preformed Thermo Plastic Pvmt Mk 24in Line; 360 Sf Preformed Thermo Plastic Pvmt Mk Message; 1968 Lf Preformed Patterned Pvmt Mk 4in Line-grooved; 34077 Lf Preformed Patterned Pvmt Mk 6in Line-grooved; 1190 Lf Preformed Patterned Pvmt Mk 8in Line-grooved; 9089 Lf Preformed Patterned Pvmt Mk 10in Line-grooved; 2114 Lf High Tension Cable Guardrail; 4 Ea High Tension Cable Anchor Assembly; 1498 Lf Remove High Tension Guardrail; 84 Lf Reset High Tension Guardrail; 104 Lf W-beam Guardrail; 2 Ea W-beam Guardrail End Terminal; 735 Lf Remove W-beam Guardrail & Posts; 252 Lf Reset W-beam Guardrail; 3 Ea Reset W-beam Guardrail End Terminal; 2 Ea Remove Concrete Anchor; 7 Ea Remove End Treatment & Transition; 1 Ea Attenuating Crash Cushion Tl-3; 1 Ea Lighting System a; 1 Ea Lighting System B; 1 Ea Lighting System C; 12 Ea Concrete Foundation-high Mast Lighting; 9655 Lf Cable Trench-type Ii; 1235 Lf 3in Diameter Rigid Conduit; 10234 Lf Multiple Underground Cable 3no4-1no6 Style Use; 2 Ea Feed Point-type Ii-pad Mounted; 2 Ea High Mast Lighting Assembly Type Hm-140-4; 6 Ea High Mast Lighting Assembly Type Hm-140-6; 2 Ea High Mast Lighting Assembly Type Hm-140-8; 2 Ea Portable Power Unit; 60 Ea Led Luminaire - High Mast; 1 Ea Temporary Lighting System; 1 Ea Underpass Lighting System; 1 Ea Revise Lighting System; 2 Ea Relocate High Mast Light Pole; 8 Ea Remove High Mast Tower Assembly; 1 Ea Remove Temporary Lighting System; 10 Ea Remove Concrete Foundation-high Mast; 2 Ea Remove Feed Point; 1 Ea Concrete Foundation Twin Ma-traffic Signals; 4 Ea Signal Standard Foundation; 1 Ea Flashing Beacon-post Mounted; 4 Ea Remove Traffic Signal System; 2 Ea It System; 1 Ea Surveillance Camera System; 2 Ea Revise Surveillance Camera System; 1 Ea Traffic Signal System - Site 1; 1 Ea Traffic Signal System - Site 2; 1 Ea Traffic Signal System - Site 3; 4 Ea Settlement Plate; 14241 Sy Flexible Growth Medium; 65 Cy Controlled Density Backfill; 6 Ea Vibrating Wire Piezometer; 2 Ea Vibrating Wire Borehole Extensometer; 1 Set Bridge Bench Marks; 1 L Sum Instrumentation-data Logging Equipment; 1 L Sum Roadway Canopy; 2 Ea Abutment Underdrain System; 1196 Sf Mechanically Stabilized Earth Wall; 3 Ea Common Hackberry; 1 Ea Spring Snow Crabapple; 1 Ea Relocate Road Closure Gate; 2 Ea Vertical Road Closure Gate-28ft; 2 Ea Remove Road Closure Gate. 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 - 22648 - Grading, Aggregate Base, Pcc Pavement, HMA, Structure Replacement, Sidewalk, Retaining Wall, Storm Sewer, Culverts, Signing, Pavement Marking, Traffic Signals, Lighting, Guardrail *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.