Site work, paving and outdoor lighting for a mixed-use development in Belfield, 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; and for outdoor lighting for a road / highway.

Type: Bridge Widening, Milling, Hma Overlay, Structure Deck Replacement, Concrete Pavement Reconstruction, Widening and Realignment, Storm Sewer, Median Islands, Curb Extensions, Ada Improvements, Lighting Length: 3.2100 Location: Billings Co; I-94 Business Loop, Jct I-94 (Exit 24) E to Jct I-94 (Exit 27) - Medora 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. 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. And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Railway Protection Insurance; 1 L Sum Railroad Coordination; 20 Day Railroad Flagging; 1 L Sum Critical Path Method Schedule; 1 L Sum Removal of Trees & Brush; 1 Ea Removal of Trees 10in; 1 L Sum Removal of Concrete; 1995 Lf Removal of Curb & Gutter; 5281 Sy Removal of Bituminous Surfacing; 8320 Ton Removal of Pavement; 1 Ea Removal of End Section-all Types & Sizes; 236 Lf Removal of Culverts-all Types & Sizes; 3 Ea Removal of Catch Basin; 525 Lf Remove Existing Fence; 2429 Cy Common Excavation-type a; 2732 Cy Topsoil; 203 Cy Topsoil-imported; 10427 Cy Borrowexcavation; 1 L Sum Class 1 Excavation; 1 L Sum Class 2 Excavation; 1 L Sum Channel Excavation; 1 Ea Foundation Preparation; 504 M Gal Water; 22.5 Sta Subgrade Preparation-type a-12in; 5.29 Acre Seeding Class Ii; 1673 Sy Seeding Class Iii; 39 Sy Wetland Seed; 5.41 Acre Temporary Cover Crop; 10.83 Acre Hydraulic Mulch; 64 Sy Ecb Type 1; 2640 Cy Riprap Grade Iii; 115 Lf Silt Fence Unsupported; 115 Lf Remove Silt Fence Unsupported; 15928 Lf Fiber Rolls 12in; 6153 Lf Remove Fiber Rolls 12in; 604 Lf Flotation Silt Curtain; 604 Lf Remove Flotation Silt Curtain; 2 Ea Stabilized Construction Access; 14705 Ton Aggregate Base Course Cl 5; 41 Ton Temporary Traffic Surface Aggregate; 4190 Gal Tack Coat; 2839 Gal Prime Coat; 64 Ton Blotter Material Cl 44; 67523 Sy Milling Pavement Surface - 2 Inch; 9720 Ton Superpave Faa 45; 955 Ton Commercial Grade Hot Mix Asphalt; 81 Ea Cored Sample; 584 Ton Pg 58h-34 Asphalt Cement; 2737 Sy 8.5in Non-reinf Concrete Pvmt Cl Ae-doweled; 535 Sy Non-reinf Concrete Pvmt Cl Aedoweled-colored; 905 Cy Class Aae-3 Concrete; 388.8 Cy Substructure Concrete Class Aae-3; 159.9 Cy Seal Slab Class Ae-3 Concrete; 94 Cy Class Ae-3 Concrete; 150 Sy Concrete Bridge Approach Slab; 310.8 Sy Pile Supported Approach Slab; 3382 Sy Penetrating Water Repellent Treatment; 53844 Lbs Reinforcing Steel-grade 60; 240116 Lbs Reinforcing Steel-grade 60-epoxy Coated; 1 L Sum Structural Steel; 577 Ea Field Drill Hole; 40 Ea Steel H-pile Tips 10 X 42; 45 Ea Steel H-pile Tips 14 X 73; 2080 Lf Steel Piling Hp 10 X 42; 2025 Lf Steel Piling Hp 14 X 73; 858.3 Lf Pedestrian Railing; 897.3 Lf Pedestrian Fence; 2 Ea Cofferdam; 3 Ea Pier Cofferdam; 200 Sf Preparation & Spot Coating; 1 L Sum Mobilization; 980 Mhr Flagging; 3187 Unit Traffic Control Signs; 5 Ea Attenuation Device-type B-25; 2 Ea Portable Rumble Strips; 19 Ea Type Iii Barricade; 9 Ea Sidewalk Barricade; 1356 Lf Pedestrian Walkway; 188 Ea Delineator Drums; 50 Ea Tubular Markers; 44 Ea Flexible Delineators; 80 Hr Pilot Car; 18206 Sf Obliteration of Pavement Marking; 6 Ea Temporary Curb Ramp; 1938 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; 8 Ea Inlet Protection-fiber Roll 12in; 7 Ea Removal Inlet Protection-fiber Roll 12in; 37 Ea Inlet Protection-special; 37 Ea Remove Inlet Protection-special; 92 Sy Geosynthetic Material Type G; 2640 Sy Geosynthetic Material Type Rr; 239 Lf Pipe Conduit 15in-storm Drain; 841 Lf Pipe Conduit 18in-storm Drain; 64 Lf Pipe Conduit 24in; 104 Lf Pipe Conduit 24in-storm Drain; 68 Lf Pipe Conduit 30in; 56 Lf Pipe Conduit 30in-storm Drain; 5 Ea Manhole 48in; 1 Ea Manhole 54in; 23.31 Lf Manhole Riser 48in; 4 Lf Manhole Riser 54in; 4 Ea Modify Inlet; 11 Ea Inlet-type 2; 3 Ea Inlet-type 2 Double; 3 Ea Inlet Special-type 2 48in; 1 Ea Inlet Catch Basin 9in Beehive; 337 Lf Curb & Gutter Mountable-type I; 6728 Lf Curb & Gutter-type I; 874 Lf Curb & Gutter-type 1 Special; 364 Lf Curb-type I; 132 Lf Valley Gutter 36in; 1201 Sy Pigmented Concrete; 183 Sy Pigmented Imprinted Concrete; 3821 Sy Sidewalk Concrete Reinf; 7 Sy Concrete Median Paving; 101 Sy Concrete Median Nose Paving; 297 Sy Driveway Concrete; 673 Sf Detectable Warning Panels; 410 Lf Fence Chain Link; 3761 Lf Temporary Safety Fence; 543 Lf Fence Wood; 436 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 335 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 1483 Lf Steel Galv Posts-telescoping Perforated Tube; 115 Lf Galv Steel Posts-wshape Posts(Two or More); 100 Sf Panel for Signs-type Iv Reflective Sheeting; 1 Ea Reference Marker-type C; 13 Ea Reset Sign Panel; 2 Ea Object Markers - Type I; 3.42 Mile Sinusoidal Rumble Strip - Asphalt Shoulder; 1.71 Mile Sinusoidal Rumble Strip - Asphalt Centerline; 141 Sf Epoxy Pvmt Mk Message; 48614 Lf Epoxy Pvmt Mk 6in Line; 2033 Lf Epoxy Pvmt Mk Curb Top & Face; 931 Sf Preformed Patterned Pvmt Mk-message; 10748 Lf Epoxy Pvmt Mk 6in Line-grooved; 760 Lf Epoxy Pvmt Mk 12in Line-grooved; 620 Lf Epoxy Pvmt Mk 24in Line-grooved; 587 Sf Epoxy Pvmt Mk Message-grooved; 90004 Lf Short Term 6in Line-type R; 755 Lf Short Term 24in Line-type R; 1554 Lf Short Term 12in Line-type R; 887 Sf Short Term Message-type R; 212 Lf Remove W-beam Guardrail & Posts;4 Ea Remove End Treatment & Transition; 1 Ea Lighting System; 1 Ea Lighting System a; 1 Ea Lighting System B; 1 Ea Lighting System C; 1 Ea Remove Lighting System; 1 Ea Modify Manhole; 1 L Sum Construction Surveying-structures; 1 Set Bridge Bench Marks; 4 Ea Shoring; 135.2 Lf 4in Expansion Joint Strip Seal; 2 Ea Abutment Underdrain System; 500 Sf Retaining Wall; 1 L Sum Causeway 1; 1 L Sum Causeway 2; 2590 Sf Stone Mulch; 6 Ton Landscape Boulders; 926 Ea Perennials Group a; 6 Ea Remove & Relocate Post; 2 Ea Stone Sign. 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. ND DOT - Job No - 23114 - Bridge Widening, Milling, HMA Overlay, Structure Deck Replacement, Concrete Pavement Reconstruction *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.