Site work and paving for a civil project in Elgin, 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 19.5030 Miles of Milling, Hma, Sliver Widening, Pipe Replacements, Pipe Extensions Located Nd 49, Jct Cmc 1912 N to Jct Cmc 3006 (Glen Ullin) And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Clearing & Grubbing; 1 Ea Removal of Concrete; 3 Ea Removal of Structure; 14432 Ton Removal Of Bituminous Surfacing; 32 Ea Removal of End Section-all Types & Sizes; 1666 Lf Remove Existing Fence; 30653 Cy Common Excavation-type B; 106353 Cy Topsoil; 1292 Cy Common Excavation-subcut; 261869 Cy Borrow-excavation; 1974 Ton Subcut Aggregate; 1 Ea Box Culvert Excavation; 50 Cy Foundation Fill; 1 Ea Foundation Preparation-box Culvert; 6430 M Gal Water; 195 Acre Seeding Class Ii; 1.5 Acre Wetland Seed; 191.6 Acre Temporary Cover Crop; 388.1 Acre Soil Stabilization; 46121 Sy Ecb Type 3; 22976 Lf Silt Fence Unsupported; 22976 Lf Remove Silt Fence Unsupported; 36099 Lf Fiber Rolls 12in; 10477 Lf Remove Fiber Rolls 12in; 134 Lf Flotation Silt Curtain; 134 Lf Remove Flotation Silt Curtain; 112760 Ton Aggregate Base Course Cl 5; 50202 Gal Tack Coat; 25889 Gal Prime Coat; 17657 Ton Milling Pavement Surface; 64617 Ton Rap - Superpave Faa 42; 618 Ea Cored Sample; 2783 Ton Pg 58s-34 Asphalt Cement; 63.6 Cy Class Ae-3 Concrete-box Culvert; 9056 Lbs Reinforcing Steel-grade 60-box Culvert; 1 L Sum Mobilization; 5000 Mhr Flagging; 6405 Unit Traffic Control Signs; 2 Ea Lane Closure-signal Control/flagging Control; 4 Ea Attenuation Device-type B-65; 4 Ea Portable Rumble Strips; 12 Ea Type Iii Barricade; 50 Ea Delineator Drums; 350 Ea Tubular Markers; 60 Ea Stackable Vertical Panels; 2000 Hr Pilot Car; 550 Sf Obliteration of Pavement Marking; 850 Lf State Furnished Median Barrier; 1 Ea Field Office; 1 Ea Aggregate Laboratory; 1 Ea Bituminous Laboratory; 1 Ea Contractor's Laboratory; 55 Sy Riprap-grouted Joint; 2778 Sy Geosynthetic Material Type G; 200 Lf Pipe Conc Reinf 24in Cl Iii; 14 Lf Pipe Conc Reinf 27in Cl Iii; 284 Lf Pipe Conc Reinf 30in Cl Iii; 20 Lf Pipe Conc Reinf 36in Cl Iii; 14 Lf Pipe Conc Reinf 48in Cl Iii; 10 Lf Pipe Conc Reinf 72in Cl Iii; 10 Lf Pipe Conc Reinf 84in Cl Iii; 94 Lf Cured-in-place Pipe-24in; 196 Lf Cured-in-place Pipe-30in; 1 Ea End Sect-conc Reinf 24in; 6 Ea End Sect-traversable Reinf. Conc.24in; 4 Ea End Sect-conc Reinf 30in; 13 Ea End Sect-traversable Reinf. Conc.30in; 2 Ea End Secttraversable Reinf. Conc.36in; 282 Lf Pipe Conduit 60in; 440 Lf Pipe Conduit 72in; 1997 Lf Pipe Corr Steel .064in 18in; 142 Lf Pipe Corr Steel .064in 24in; 28 Ea End Sect Corr Steel .064in 18in; 66 Ea End Sect-traversable Metal 18in; 8 Ea End Sect-traversable Metal 24in; 66 Lf Cattle Pass Conc Intermed Section; 7 Ea Remove & Relay Conc Cattle Pass End Section; 138 Lf Remove & Relay Pipe-all Types & Sizes; 39 Ea Remove & Relay End Section-all Type & Sizes; 188 Ea Right of Way Markers; 96 Ea Alignment Monuments; 115 Ea Iron Pin R/w Monuments; 81 Ea Iron Pin Reference Monuments; 57 Lf Fence Barbed Wire 3 Strand; 1551 Lf Fence Barbed Wire 4 Strand; 1405 Lf Temporary Fence; 3245 Lf Temporary Safety Fence; 9 Ea Fence Terminal; 9 Ea Vehicle Gate; 9 Ea Remove Vehicle Gate; 12 Ea Corner Assembly Barbed Wire-wood Post; 291.6 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 276.7 Sf Flat Sheet For Signs-type Iv Refl Sheeting; 1505.9 Lf Steel Galv Posts-telescoping Perforated Tube; 19 Ea Reference Marker-type B; 32 Ea Reset Sign Panel; 15 Ea Object Markers - Type Iii; 190 Ea Object Markers - Culverts; 1 Set Rumble Strips - Intersection; 39.005 Mile Sinusoidal Rumble Strip - Asphalt Shoulder; 19.503 Mile Sinusoidal Rumble Strip - Asphalt Centerline; 52 Sf Pvmt Mk Painted-message; 8000 Lf Short Term 6in Line-type R; 72 Lf Short Term 24in Line-type R; 333472 Lf Short Term 6in Line-type Nr; 294433 Lf Pvmt Mk Painted 6in Line; 220 Lf Pvmt Mk Painted 10in Line; 48 Lf Pvmt Mk Painted 24in Line; 14 Ea Mailbox-all Types; 4 Ea Temporary Stream Diversion; 51 Ea Repair and Sealing Culvert Joint; 579 Gal Polyurethane Foam - 90 Lbs; 7 Sf Spall Repair; 8 Ea Box Culvert Joint Repair; 8 Ea Pipe Cleanout. *** End of Project 24116*** Bid Range - $17,500,001 to $19,000,000 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. 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 - 24116 - Milling, HMA, Sliver Widening, Pipe Replacements, Pipe Extensions *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.