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

Proposed Work Consists of 11.7110 Miles of Pcc, Hma, Grading, Aggregate Base, Bridge Deck Overlay, Box Culvert, Centerline Pipes, Signing, Guardrail, and Fencing Located I-94, Nd/mt State Line E to 1.5 Mi E of Cmc 1711 (Sentinel Butte) - Eb Bid Range - $30,000,001 to $40,000,000 1 L Sum Contract Bond; 1 L Sum Escrow of Bid Documentation; 1 L Sum E-ticketing; 1 L Sum Removal of Box Culvert; 22 Sy Removal of Concrete Pavement; 1 L Sum Removal of Concrete-site 2; 24 Lf Removal of Curb & Gutter; 713 Ton Removal of Bituminous Surfacing; 243362 Ton Removal of Pavement; 11 Ea Removal of End Section-all Types & Sizes; 2168 Lf Removal of Pipe All Types and Sizes; 1 Ea Removal of Manholes; 62910 Lf Remove Existing Fence; 12 Ea Removal of Temporary Bypass; 48457 Cy Common Excavation-type a; 93643 Cy Topsoil; 11943 Cy Common Excavation-waste; 3579 Cy Topsoil-imported; 1490 Cy Common Excavation-subcut; 1 Ea Box Culvert Excavation - Site 1; 1 Ea Box Culvert Excavation - Site 2; 1 L Sum Foundation Preparationsite 1; 1 L Sum Foundation Preparation-site 2; 802 Cy Foundation Fill; 4191 M Gal Water; .2 Mile Shoulder Preparation; 184.1 Acre Seeding Class Ii; .02 Acre Wetland Seed; 179.2 Acre Temporary Cover Crop; 363.3 Acre Soil Stabilization; 136 Sy Ecb Type 2; 7853 Sy Ecb Type 3; 212 Cy Riprap Grade I; 504.5 Cy Riprap Grade Ii; 80 Cy Remove and Replace Riprap; 35 Sy Concrete Slope Protection; 408 Lf Silt Fence Supported; 408 Lf Remove Silt Fence Supported; 61611 Lf Fiber Rolls 12in; 30748 Lf Remove Fiber Rolls 12in; 540 Lf Fiber Rolls 20in; 277 Lf Remove Fiber Rolls 20in; 172886 Ton Salvaged Base Course; 3483 Gal Tack Coat; 15672 Gal Prime Coat; 12735 Sy Milling Pavement Surface - 2 Inch; 3026 Ton Rap - Superpave Faa 42; 12045 Ton Rap - Superpave Faa 42 - Hp; 1 Ea Cored Sample; 50 Ton Patching; 522 Ton Pg 58s-34 Asphalt Cement; 222374 Sy 8.5in Non-reinf Concrete Pvmt Cl Ae-doweled; 8 Lf Expansion Joint Silicone Seal; 368 Sy 9in Concrete Pavement Repair-full Depth-doweled; 104 Sf Spall Repair-partial Depth; 57.73 Cy Class Ae-3 Concrete-box Culvert; 332 Sy Bridge Approach Slab-remove & Replace; 941 Sy Penetrating Water Repellent Treatment; 300 Lf Bridge Deck Crack Sealing; 30 Sf Barrier Repair; 180 Lf Dbl 12ft X 13ft Precast Rcb Culvert; 2 Ea Dbl 12ft X 13ft Precast Rcb End Section; 7484 Lbs Reinforcing Steel-grade 60-box Culvert; 2 Ea Connection Plate Modification; 83 Cy Overlay Concrete; 2 Cy Deck Concrete; 568 Sy Class 1-h Removal; 56 Sy Class 2-h Removal; 6 Sy Class 3-h Removal; 1 L Sum Mobilization; 5000 Mhr Flagging; 9258 Unit Traffic Control Signs; 2 Ea Attenuation Device-type B-75; 61 Ea Type Iii Barricade; 239 Ea Delineator Drums; 1204 Ea Tubular Markers; 335 Ea Delineator; 918 Ea Flexible Delineators; 15 Ea Vertical Panels-back to Back; 2 Ea Sequencing Arrow Panel-type C; 2 Ea Sequencing Arrow Panel-type C-crossover; 2 Ea Flashing Beacon; 7345 Sf Obliteration of Pavement Marking; 60 Ea Precast Concrete Med Barrier-state Furnished; 2 Ea Vehicle Speed Feedback Sign; 1 Ea Field Office; 1 Ea Aggregate Laboratory; 1 Ea Bituminous Laboratory; 1 Ea Contractor's Laboratory; 318420 Sy Geosynthetic Material Type G; 767 Sy Geosynthetic Material Type Rr; 6 Ea Temporary Bypass; 62 Lf Pipe Conc Reinf 18in Cl Iii; 109.5 Lf Pipe Conc Reinf 24in Cl Iii; 280 Lf Pipe Conc Reinf 30in Cl Iii; 90 Lf Pipe Conc Reinf 36in Cl Iii; 192 Lf Pipe Conc Reinf 48in Cl Iii; 6 Ea End Sect-traversable Reinf. Conc.18in; 3 Ea End Sect-traversable Reinf. Conc.24in; 3 Ea End Sect-conc Reinf 30in; 2 Ea End Sect-traversable Reinf. Conc.30in; 1 Ea End Sect-conc Reinf 36in; 2 Ea End Sect-conc Reinf 48in; 600 Lf Pipe Conduit 24in; 246 Lf Pipe Conduit 30in; 94 Lf Pipe Conduit 36in; 4 Lf Cattle Pass Conc Intermed Section; 1 Ea Remove & Relay Conc Cattle Pass End Section; 9 Ea Remove & Relay End Section-all Type & Sizes; 63 Ea Right of Way Markers; 54 Ea Alignment Monuments; 91 Ea Iron Pin R/w Monuments; 39 Ea Iron Pin Reference Monuments; 1 Ea Manhole 60in; 1 Ea Manhole 72in; 4 Lf Manhole Riser 60in; 5 Lf Manhole Riser 72in; 2 Ea Inlet Special Catch Basin-type a 48in; 1 Ea Inlet Special Catch Basin-type a 60in; 1 Ea Median Drain Precast Concrete-type a; 2 Ea Adjust Inlet; 15 Lf Curb & Gutter-type I; 22 Sy Sidewalk Concrete; 10 Sf Detectable Warning Panels; 62730 Lf Fence Barbed Wire 4 Strand; 2102 Lf Temporary Safety Fence; 18 Ea Fence Terminal; 8 Ea Vehicle Gate; 83 Ea Corner Assembly Barbed Wire; 28 Ea Double Brace Assembly Barbed Wire; 331 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 175 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 132 Ea Delineators-type a-single Sided; 79 Ea Delineators-type B; 9 Ea Delineators-type D; 188 Lf Steel Galv Posts-telescoping Perforated Tube; 457 Lf Galv Steel Post-standard Pipe; 1077 Lf Galv Steel Posts-w-shape Posts(Two or More); 34 Sf Panel for Signs-type Xi Reflective Sheeting; 1913 Sf Panel for Signs-type Iv Reflective Sheeting; 9 Ea Interstate Mile Posts-type a; 2 Ea Interstate Mile Posts-type B; 1 Ea Reset Sign Panel; 8 Ea Object Markers - Type I; 4 Ea Object Markers - Type Iii; 70 Ea Object Markers - Culverts; 11.8 Cy Class Ae Concrete-sign Foundations; 73 Ea Remove Sign Foundation; 23.42 Mile Sinusoidal Rumble Strip - Concrete Shoulder; .04 Mile Sinusoidal Rumble Strip - Asphalt Shoulder; 32 Sf Pvmt Mk Painted-message; 1909 Lf Epoxy Pvmt Mk 4in Line; 9277 Lf Epoxy Pvmt Mk 6in Line; 313460 Lf Epoxy Pvmt Mk 6in Line-grooved; 6903 Lf Epoxy Pvmt Mk 12in Line-grooved; 30163 Ea Raised Pavement Markers; 7251 Lf Short Term 6in Line-type R; 2832 Lf Short Term 4in Line-type Nr; 57890 Lf Short Term 6in Line-type Nr; 2761 Lf Pvmt Mk Painted 4in Line; 125 Lf Pvmt Mk Painted 8in Line; 67 Lf Pvmt Mk Painted 24in Line; 957 Lf High Tension Cable Guardrail; 2 Ea High Tension Cable Anchor Assembly; 2170 Lf Wbeam Guardrail; 12 Ea W-beam Guardrail End Terminal; 1830 Lf Remove W-beam Guardrail & Posts; 11 Ea Remove End Treatment & Transition; 2 Ea Modify Barrel Attenuation Device; 2 Ea Temporary Stream Diversion; 2 Ea Shoring; 280 Lf Silicone Sealant; 51 Sy Concrete Sleeper Slab; 76 Lf 3 in Expansion Joint; 259 Sf Deck Spall Repair; 13 Ea Pipe Cleanout. 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 - 22956 - PCC, HMA, Grading, Aggregate Base, Bridge Deck Overlay, Box Culvert, Centerline Pipes, Signing, Guardrail, and Fencing *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.