Site work, paving and outdoor lighting for a mixed-use development in Mandan, North Dakota. Completed plans call for site work for a water / sewer project; road / highway; for outdoor lighting for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

Proposed Work Consists of 1.4700 Miles of Reconstruction, Median, Drainage, Shared Use Path, Lighting, Landscaping, Signage, Signals, Sidewalk, Sanitary Sewer, Storm Sewer & Watermain Located Bus 94 (Memorial Highway), Main Street to 32nd Avenue - Mandan And Involves Approximately: 1 L Sum Contract Bond; 1 L Sum Escrow of Bid Documentation; 1 L Sum Railway Protection Insurance; 1 L Sum Railroad Coordination; 1 Day Railroad Flagging; 1 L Sum Cultural Resource Construction Monitoring; 5 Day Contaminated Soil Monitoring and Mitigation; 1 L Sum Usace Emergency Action Plan; 1 L Sum Critical Path Method Schedule; 1 L Sum E-ticketing; .4 Acre Clearing & Grubbing; 7 Ea Removal of Trees 10in; 98967 Ton Remove Aggregate Base & Surfacing; 1 L Sum Removal of Structure-site 1; 1 L Sum Removal of Structure-site 2; 1 L Sum Removal of Structure-site 3; 288 Cy Removal of Concrete; 6310 Lf Removal of Curb & Gutter; 153 Sy Removal of Bituminous Surfacing; 30 Lf Remove Precast Concrete Barrier; 1 Ea Removal Of End Section-all Types & Sizes; 2636 Lf Removal of Culverts-all Types & Sizes; 744 Lf Removal of Pipe All Types and Sizes; 3 Ea Removal of Manholes; 335 Cy Excavation & Disposal of Contaminated Soil; 705 Lf Removal of Chain Link Fence; 24 Lf Remove Existing Fence; 2125 Lf Acp Watermain Removal; 500 Gal Disposal of Contaminated Water; 68962 Cy Common Excavation-type a; 8858 Cy Topsoil; 47723 Cy Common Excavation-waste; 1500 Cy Borrow-excavation; 1692 Cy Flowable Fill; 1811.4 M Gal Water; 9 Acre Seeding Class I; .01 Acre Seeding Class Ii; .86 Acre Seeding Class Iii; 9.87 Acre Temporary Cover Crop; 19.74 Acre Hydraulic Mulch; 4149 Sy Ecb Type 1; 41 Cy Riprap Grade Ii; 9197 Lf Fiber Rolls 12in; 5009 Lf Remove Fiber Rolls 12in; 140 Lf Flotation Silt Curtain; 140 Lf Remove Flotation Silt Curtain; 65760 Ton Aggregate Base Course Cl 5; 51 Ton Salvaged Bituminous Pavement; 3058 Ton Temporary Traffic Surface Aggregate; 973 Ton Aggregate Surface Course; 12027 Ton Commercial Grade Hot Mix Asphalt; 57208 Sy 9in Non-reinf Concrete Pvmt Cl Ae-doweled; 262 Lf Single Slope Barrier; 1 L Sum Mobilization; 2600 Mhr Flagging; 3205 Unit Traffic Control Signs; 23 Ea Attenuation Device Special; 179 Ea Type Iii Barricade; 45 Ea Sidewalk Barricade; 1453 Lf Pedestrian Walkway; 492 Ea Delineator Drums; 290 Ea Tubular Markers; 204 Ea Stackable Vertical Panels; 4 Ea Sequencing Arrow Panel-type C; 762 Sf Obliteration of Pavement Marking; 4 Ea Temporary Curb Ramp; 5510 Lf State Furnished Median Barrier; 4 Ea Portable Changeable Message Sign; 1 Ea Field Office; 1 Ea Aggregate Laboratory; 130 Ea Inlet Protectionspecial; 130 Ea Remove Inlet Protection-special; 120970 Sy Geosynthetic Material Type G; 3 Ea Temporary Bypass Sewer System; 75 Lf Pipe Conc Reinf 18in Cl V; 66 Lf Pipe Conc Reinf 24in Cl V; 146 Lf Pipe Conc Reinf 36in Cl V; 1 Ea Storm Sewer Joint Testing; 1 Ea End Sect-conc Reinf 30in; 1 Ea End Sect-conc Reinf 36in; 3986 Lf Pipe Conduit 15in-storm Drain; 1650 Lf Pipe Conduit 18in-storm Drain; 401 Lf Pipe Conduit 24in-storm Drain; 734 Lf Pipe Conduit 36in-storm Drain; 293 Lf Pipe Conduit 42in-storm Drain; 158 Lf Pipe Conduit 48in-storm Drain; 1246 Lf Pipe Conduit 54in-storm Drain; 3283 Lf Pipe Conduit 60in-storm Drain; 1054 Lf Pipe Conduit 72in; 133 Lf Pipe Conduit 72in-jacked or Bored; 1 Ea Pipe Conduit Tee 36in X 15in - Storm Drain; 1040 Lf Pipe Conduit Arch 44in X 27in; 332 Lf Pipe Conduit Arch 51in X 31in; 638 Lf Pipe Conduit Arch 58in X 36in; 213 Lf Pipe Conduit Arch 65in X 40in; 12 Lf Casing Pipe 12in; 133 Lf Casing Pipe 84in; 2 Ea Adjust 6in Sewer Cleanout; 32 Lf Remove & Relay Pipe-all Types & Sizes; 63 Ea Underdrain Cleanout Riser; 16370 Lf Underdrain Pipe Pvc Perforated 4in; 24 Ea Right of Way Markers; 12 Ea Alignment Monuments; 17 Ea Iron Pin R/w Monuments; 7 Ea Iron Pin Reference Monuments; 2 Ea Manhole 48in; 4 Ea Manhole 60in; 6 Ea Manhole 72in; 7 Ea Manhole 84in; 23 Ea Manhole 96in; 2 Ea Manhole 108in; 5 Ea Manhole 120in; 42 Ea Manhole Sanitary; 11 Lf Manhole Riser 48in; 22 Lf Manhole Riser 60in; 36 Lf Manhole Riser 72in; 36 Lf Manhole Riser 84in; 163 Lf Manhole Riser 96in; 11 Lf Manhole Riser 108in; 59 Lf Manhole Riser 120in; 1 Ea Manhole Special; 69 Ea Inlet-type 2; 56 Ea Inlet-type 2 Double; 2 Ea Inlet Special Catch Basin 6in Beehive 48in; 1 Ea Inlet Special Catch Basin 9in Beehive 48in; 1 Ea Inlet Special-type 2 72in; 1 Ea Inlet Special Mountable-type B 60in; 16 Ea Inlet Catch Basin 6in Beehive; 6 Ea Inlet Catch Basin 9in Beehive; 2 Ea Inlet Mountable Curb-type B; 2 Ea Adjust Inlet; 23838 Lbs Fittingsductile Iron; 20 Ea Remove Gate Valve & Box; 45 Ea Gate Valve & Box 6in; 31 Ea Gate Valve & Box 8in; 3 Ea Gate Valve & Box 12in; 16 Ea Gate Valve & Box 16in; 27 Ea 8in Hydrant; 14 Ea Remove Hydrant; 506 Lf Water Service Line 1 1/2in; 6 Lf Water Service Line 2in; 1 L Sum Temporary Water Service; 2207 Lf Watermain 6in Pvc; 1428 Lf Watermain 8in Pvc; 480 Lf Watermain 12in Pvc; 6582 Lf Watermain 16in Pvc; 125 Lf 12in Watermain; 717 Lf Watermain 16in; 48 Ea Curb Stop & Box 1 1/2in; 1 Ea Curb Stop & Box 2in; 11 Ea Connection to Existing Main; 48 Ea Water Service Connection 1 1/2in; 1 Ea Water Service Connection 2in; 1 Ea Water Line Connection 6in; 6 Ea Water Line Connection 8in; 5 Ea Water Line Connection 12in; 1 L Sum Underground Irrigation System; 1054 Lf 8in Sanitary Sewer Pipe; 4515 Lf 12in Sanitary Sewer Pipe; 11 Ea Reconnect to Existing Sanitary Sewer Service; 11 Ea Sanitary Sewer Service Connection; 251 Lf Pipe Pvc 6in Sewer; 13 Ea Remove Gate Valve Box; 247 Lf Forcemain 6in; 76 Lf Forcemain 16in; 853 Cf Insulation Board; 61 Lf Curb & Gutter Mountable-type I; 24268 Lf Curb & Gutter-type I; 10 Lf Valley Gutter 36in; 830 Sy Imprinted Concrete; 5655 Sy Pigmented Imprinted Concrete; 8143 Sy Sidewalk Concrete 4in; 317 Sy Sidewalk Concrete 6in; 52 Sy Concrete Median Nose Paving; 5457 Sy Driveway Concrete 8in; 404 Sf Detectable Warning Panels; 377 Lf Fence Chain Link; 308 Lf Fence Chain Link With Barbed Wire; 2740 Lf Ornamental Fence; 561 Lf Temporary Fence; 2189 Lf Temporary Safety Fence; 2 Ea Reset Vehicle Gate; 1 Ea Corner Assembly Chain Link; 346 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 429 Sf Flat Sheet for Signs-type Iv Refl Sheeting; 23 Ea Delineators-type D; 1387 Lf Steel Galv Posts-telescoping Perforated Tube; 2 Ea Reference Marker-type C; 6 Ea Reset Sign Panel; 1140 Lf Epoxy Pvmt Mk 6in Line-grooved; 2803 Lf Epoxy Pvmt Mk 8in Line-grooved; 3275 Lf Epoxy Pvmt Mk 12in Line-grooved; 480 Lf Epoxy Pvmt Mk 24in Line-grooved; 940 Sf Epoxy Pvmt Mk Message-grooved; 210800 Lf Short Term 4in Linetype R; 2265 Sf Short Term Message-type R; 2743 Lf Preformed Patterned Pvmt Mk 4in Line-grooved; 16626 Lf Preformed Patterned Pvmt Mk 6in Line-grooved; 39 Lf Remove W-beam Guardrail & Posts; 1 Ea Mailbox-all Types; 1 Ea Lighting System; 1 Ea Remove Lighting System; 2 Ea Traffic Signals System; 1 Ea Interim Traffic Signals; 1 Ea It System; 1500 Cf Grout; 2 Ea Settlement Plate; 1 Ea Video Inspection - Underground Pipe; 194 Cy Controlled Density Backfill; 1 Ea Lift Station-site 1; 1 Ea Lift Stationsite 2; 1 Ea Lift Station-site 3; 24 Mo Lift Station Pump Lease; 1 L Sum Gate Well; 1 L Sum Health and Safety Plan; 1 L Sum Dewatering; 1 L Sum Dewatering - Site 1; 1 L Sum Dewatering - Site 2; 1 L Sum Headwall; 2 Ea Slide Gate; 1 L Sum Instrumentationdata Logging Equipment; 1 Ea Shoring; 3 Ea Replant Trees; 7 Ea American Linden. *** End of Project 23278*** Time November 13, 2027 Bid Range $60,000,001 to $70,000,000 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 23278 - Reconstruction, Median, Drainage, Shared Use Path, Lighting, Landscaping, Signage, Signals, Sidewalk, Storm Sewer & Watermain - Memorial Highway *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.