Site work and paving for a civil project in Pinehurst, North Carolina. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Nc-211 From Nc-73 to West of Sr-1241 (Holly Grove School Rd). Contract Id C204949 WBS: 50218.3.1 County: Moore Length: 4.806 MI DBE Goal 6.00% Job Type: Grading, Drainage, Paving, Signals, and Walls A Bid Bond or Bid Deposit in the Amount of 5% of the Total Amount Bid Will Be Required. The Bidder Shall Submit an Electronic Bid Bond With Each Electronic Bid Submittal Unless They Elect to Furnish a Bid Deposit. All Questions Related to Projects During the Advertisement Period Shall Be Emailed to the State Contract Officer at Contractofficer@ncdot.gov. The Minimum Wage for Labor Will Be Shown in the Proposal Form for Federal Aid Projects. Contractor's License: a General Contractor's License Is Required in Order to Submit a Bid on Any Non-federal Aid Project Where the Bid Is $30,000.00 or More, Except for Certain Specialty Work as Determined by the Licensing Board. On Federal Projects, the Appropriate Contractor's License Shall Be Obtained Within 60 Days of Bid Opening. For Additional Information or to Make Application for a License, Visit the Contractor Licensing Board Prequalifying to Bid: All Prospective Bidders Shall Be Prequalified With the Department of Transportation Prior to Submitting a Bid. Contractors Who Are Not Prequalified May Obtain Information and Forms for Prequalifying From the Prequalification Section of the Contract Standards and Development Unit at Online All Required Prequalification Statements and Documents Shall Be Filed With the Contractual Services Management Section at Least Four Weeks Prior to the Date of Opening Bids. The Department of Transportation Hereby Notifies All Bidders That It Will Affirmatively Ensure That in Any Contract Entered Into Pursuant to This Invitation to Bid, Minority Business Enterprises Will Be Afforded Full Opportunity to Submit Bids in Response to This Invitation and Will Not Be Discriminated Against on the Grounds of Race, Color, Sex, or National Origin in Compensation to This Award. Completion date : Mar 29, 2028 The Right Is Reserved to Reject Any or All Bids. NCDOT - 012 - Grading, Drainage, Paving, Signals and Walls - NC-211 Steel price adjustments will be made to the payments due the Contractor for items as defined herein that are permanently incorporated into the work, when the price of raw steel mill products utilized on the contract have fluctuated. The Department will adjust monthly progress payments up or down as appropriate for cost changes in steel according to this provision. The purpose of this Special Provision is to carry out the North Carolina Department of Transportation's policy of ensuring nondiscrimination in the award and administration of contracts financed in whole or in part with State funds. Perform the required shoulder and slope construction for this project in accordance with the applicable requirements of Section 560 and Section 235 of the 2018 Standard Specifications. This specification addresses the use of manufactured quarry fines that are not classified as select materials. The specification allows the Contractor an option, with the approval of the Engineer, to use manufactured quarry fines (MQFs) in embankments as a substitute for conventional borrow material. Furnish and place geotextile for pavement stabilization in accordance with the Geotextile for Pavement Stabilization special provision and detail. Geotextile for pavement stabilization is required to prevent pavement cracking and provide separation between the subgrade and pavement section at embankment locations where manufactured quarry fines are utilized and as directed by the Engineer. This work consists of all work necessary to place flowable fill in accordance with these provisions, the plans, and as directed. Construct aggregate subgrades in accordance with the contract. Install geotextile for subgrade stabilization and place Class IV subgrade stabilization at locations shown in the plans and as directed by the Engineer. Undercut natural soil materials if necessary to construct aggregate subgrades. Define "subsoil" as the portion of the roadbed below the Class IV subgrade stabilization. For Type 2 aggregate subgrades, undercut subsoil as needed. The types of aggregate subgrade with thickness and compaction requirements for each are as shown below. Type 1 - A 6 to 24 inch thick aggregate subgrade with Class IV subgrade stabilization compacted to 92% of AASHTO T 180 as modified by the Department or to the highest density that can be reasonably obtained. Type 2 - An 8 inch thick aggregate subgrade on a proof rolled subsoil with Class IV subgrade stabilization compacted to 97% of AASHTO T 180 as modified by the Department. Furnish and install guardrail end units in accordance with the details in the plans, the applicable requirements of Section 862 of the Standard Specifications, and at locations shown in the plans. Furnish and install guardrail end units in accordance with the details in the plans, the applicable requirements of Section 862 of the Standard Specifications, and at locations shown in the plans. Foundations for metal poles include foundations for signals, cameras, overhead and dynamic message signs (DMS) and high mount and light standards supported by metal poles or upright trusses. Foundations consist of footings with pedestals and drilled piers with or without grade beams or wings. Anchor rod assemblies consist of anchor rods (also called anchor bolts) with nuts and washers on the exposed ends of rods and nuts and a plate or washers on the other ends of rods embedded in the foundation. Construct concrete foundations with the required resistances and dimensions and install anchor rod assemblies in accordance with the contract and accepted submittals. Construct drilled piers consisting of cast-in-place reinforced concrete cylindrical sections in excavated holes. Provide temporary casings or polymer slurry as needed to stabilize drilled pier excavations. Use a prequalified Drilled Pier Contractor to construct drilled piers for metal poles. Define "excavation" and "hole" as a drilled pier excavation and "pier" as a drilled pier. This provision does not apply to foundations for signal pedestals; see Section 1743 of the 2018 Standard Specifications and 2018 Roadway Standard Drawing No. 1743.01. The North Carolina Department of Transportation will administer a custom version of the Federal On-the-Job Training (OJT) Program, commonly referred to as the Alternate OJT Program. All contractors (existing and newcomers) will be automatically placed in the Alternate Program. Standard OJT requirements typically associated with individual projects will no longer be applied at the project level. Instead, these requirements will be applicable on an annual basis for each contractor administered by the OJT Program Manager. On the Job Training shall meet the requirements of 23 CFR 230.107 (b), 23 USC - Section 140, this provision and the On-the-Job Training Program Manual. The Alternate OJT Program will allow a contractor to train employees on Federal, State and privately funded projects located in North Carolina. However, priority shall be given to training employees on NCDOT Federal-Aid funded projects