Similar Projects
Last Updated | 01/08/2024 06:07 PM |
Project Title | Roadway Reconstruction, Lift Station Reconstruction, Railroad Bridge Rehabilitation, Retaining Wall Rehabilitation, Storm Sewer, Sidewalk, Pedestrian Facilities |
Physical Address | View project details and contacts |
City, State (County) | Grand Forks, ND 58203 (Grand Forks County) |
Category(s) | Heavy and Highway, Sewer and Water |
Sub-Category(s) | Bridge, Maintenance, Paving/Reconstruction, Sidewalks/Parking Lot, Site Development, Water Lines |
Contracting Method | Bids by Invitation, Competitive Bids |
Project Status | Bidding, Construction start expected March 2024 |
Bids Due | View project details and contacts |
Estimated Value | $11,500,000 [brand] Estimate |
Plans Available from | Civil Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Proposed Work Consists of 0.2660 Miles of Roadway Reconstruction, Lift Station Reconstruction, Railroad Bridge Rehabilitation, Retaining Wall Rehabilitation, Storm Sewer, Sidewalk, Pedestrian Facilities Located Us 81b (Washington St), Near Demers Ave N to 1st Ave N - Grand Forks Bid Range - $10,000,001 to $11,500,000 1 L Sum Contract Bond; 1 L Sum Railway Protection Insurance; 1 L Sum Railroad Coordination; 1200 Day Railroad Flagging; 1 L Sum Removal of Concrete; 1 L Sum Removal of Concrete-site 1; 4037 Lf Removal of Curb & Gutter; 8137 Ton Removal of Pavement; 2617 Lf Removal of Pipe All Types and Sizes; 17 Ea Removal of Manholes; 1 L Sum Removal of Lift Station; 1 L Sum Removal of Foundations-all Sizes; 4181 Cy Common Excavation-type a; 557 Cy Topsoil; 3971 Cy Common Excavation-waste; 147 M Gal Water; .6 Acre Seeding Class Iii; .9 Acre Temporary Cover Crop; 1638 Sy Sod; 1.5 Acre Hydraulic Mulch; 6 Cy Riprap Grade Ii; 505 Lf Fiber Rolls 20in; 505 Lf Remove Fiber Rolls 20in; 7043 Ton Salvaged Base Course; 3 Ton Commercial Grade Hot Mix Asphalt; 7639 Sy 9in Non-reinf Concrete Pvmt Cl Ae-doweled; 75 Cy Class Ae-3 Concrete; 71 Lf Epoxy Crack Injection; 62 Sy Epoxy Seal Bearing Surfaces; 1 L Sum Special Surface Finish-site 1; 1 L Sum Special Surface Finish-site 2; 3600 Lbs Reinforcing Steel-grade 60-epoxy Coated; 1059 Lf Pedestrian Railing; 1 L Sum Sand Blasting & Painting; 1 L Sum Containment System; 1 L Sum Mobilization; 1120 Mhr Flagging; 3652 Unit Traffic Control Signs; 7 Ea Type I Barricade; 32 Ea Type Iii Barricade; 107 Ea Delineator Drums; 196 Ea Flexible Delineators; 2 Ea Sequencing Arrow Panel-type C; 380 Lf Portable Precast Concrete Med Barrier; 8 Ea Portable Changeable Message Sign; 16 Ea Inlet Protection-special; 16 Ea Remove Inlet Protection-special; 9376 Sy Geosynthetic Material Type G; 12 Sy Geosynthetic Material Type Rr; 1 Ea End Sect-conc Reinf 30in; 632 Lf Pipe Conduit 15in-storm Drain; 1033 Lf Pipe Conduit 18in-storm Drain; 53 Lf Pipe Conduit 24in-storm Drain; 230 Lf Pipe Conduit 60in-storm Drain; 49 Lf Pipe Pvc 15in Sewer; 2461 Lf Underdrain Pipe Pvc Perforated 4in; 204 Lf Underdrain Pipe Pvc Perforated 6in; 9 Ea Alignment Monuments; 10 Ea Iron Pin Reference Monuments; 16 Ea Manhole 48in; 5 Ea Manhole 96in; 81.7 Lf Manhole Riser 48in; 85 Lf Manhole Riser 96in; 5 Ea Manhole Storm Connection; 2 Ea Modify Inlet; 8 Ea Inlet-type 2; 4 Ea Inlet-type 2 Double; 1 Ea Inlet Catch Basin 9in Beehive; 1 Ea Gate Valve & Box 6in; 1 Ea 6in Hydrant; 1 Ea Remove Hydrant; 74 Lf Watermain 6in; 2 Ea Connection to Existing Main; 1 L Sum Connection to Existing Lift Station; 1 Ea Water Line Connection 6in; 2 Ea 6in 90deg Bend; 4795 Lf Curb & Gutter-type I; 27 Lf Curb & Gutter-type 1 Special; 284 Lf Curb-type I; 42 Sy Valley Gutter 72in; 381 Lf Valley Gutter Special; 1577 Sy Sidewalk Concrete Reinf; 182 Sy Concrete Median Paving; 20 Sy Concrete Median Nose Paving; 672 Sy Concrete Paving Colored; 4 Ea Steps Concrete; 231 Sy Driveway Concrete 6in Reinforced; 48 Sf Detectable Warning Panels; 361 Lf Fence Chain Link; 2 Ea Fence Terminal; 1 Ea Vehicle Gate; 3 Ea Corner Assembly Chain Link; 66.4 Sf Flat Sheet for Signs-type Xi Refl Sheeting; 99 Lf Steel Galv Posts-telescoping Perforated Tube; 20 Ea Reset Sign Panel; 1222 Lf Epoxy Pvmt Mk 4in Line-grooved; 190 Sf Epoxy Pvmt Mk Message; 137 Lf Epoxy Pvmt Mk 6in Line-grooved; 440 Lf Epoxy Pvmt Mk 8in Line-grooved; 26 Lf Epoxy Pvmt Mk 24in Line-grooved; 128 Sf Epoxy Pvmt Mk Message-grooved; 1645 Lf Short Term 4in Line-type R; 1 Ea Lighting System; 1 Ea Remove Lighting System; 1 Ea Modify Manhole; 1 Ea Lift Station; 24 Mo Lift Station Pump Lease; 1 L Sum Bird Screen; 3 Ea Shoring; 399 Lf Silicone Sealant; 282 Sf Concrete Modular Block Retaining Wall; 772 Sf Spall Repair. 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 - 22167 - Roadway Reconstruction, Lift Station Reconstruction, Railroad Bridge Rehabilitation, Retaining Wall Rehabilitation, Storm Sewer, Sidewalk, Pedestrian Facilities *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. |
||||||||||||||||||||||
Details |
|
||||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |