Site work and paving for a road / highway in Vero Beach, Florida. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Annual Asphalt Repaving & Resurfacing. The Board of County Commissioners reserves the right to cancel the bid, accept or reject any and all bids in whole or in part and to waive any technicality or irregularity. PURCHASING MANAGER INDIAN RIVER COUNTY. Refer All Questions to: Email: purchasing@ircgov.com Question Deadline 09/24/2023 All items furnished are for highway use and must conform to the latest specifications of the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction. Where the Contract Documents indicate use of the latest FDOT specifications, this shall mean the current FDOT Standard Specifications for Road and Bridge Construction at the time of bid or contract renewal, whichever is later. Superpave Asphalt Concrete - All materials and operations supplied under this contract must meet the requirements of Sections 300, 320, 327, 330, 334, and 337 of the FDOT Standard Specifications for Road and Bridge Construction, latest edition. - Upon receipt of the fully executed agreement, the Contractor(s) shall submit FDOT approved mix designs for each type of Asphaltic Concrete mix specified in the contract for approval by the Public Works Director or their designee. - For scheduling purposes, the County shall give the primary vendor a minimum of 10-business days of notice for the need of paving services. If the primary vendor is not able to accommodate the County to provide paving services, the County has the option of contacting the secondary vendor to provide paving services under this contract at the contract prices awarded to the secondary vendor. - For all paving contracts, the Asphaltic Concrete supplier shall allow County or County-contracted quality control/laboratory personnel to inspect the asphalt production plant and laboratory, and to monitor the onsite laboratory testing of Asphaltic Concrete during production runs for County projects. County personnel or contracted quality control representatives shall be allowed to take Asphaltic Concrete samples from the trucks at the asphalt plant or at the job site. The Contractor shall provide a safe platform for taking samples at the plant. - The County may contract with an FDOT-certified laboratory to monitor the Contractor's plant operations and quality control testing. The Contractor's quality control tests results taken at the Contractor's plant laboratory and validated by the County's contracted quality control representative shall be used as the basis for Asphaltic Concrete material acceptance and payment schedule adjustment. If the Contractor's FDOT certified/accepted laboratory equipment or procedures are deemed to be unsatisfactory, the County's contracted quality control laboratory will be used. A referee system to verify or validate the contractor's or County's test laboratory test results will not be used on this contract. -The Asphaltic Concrete mixes for County paving jobs are based on Superpave mix design methods. Superpave mix production and placement shall be in accordance with the latest FDOT Standard Specifications. All quality control test results done by the Contractor shall be provided to the County Representative as soon as completed, but in all cases the results shall be provided no later than the next workday after the tests were performed. -The County requires the Contractor to provide a self-propelled asphalt paver, with a minimum fixed screed width of 10-feet, that can be steered, and is equipped with a receiving and distribution hopper and a mechanical screed. Use a mechanical screed capable of adjustment to regulate the depth of material spread. - The County requires the Contractor to use the standard rolling procedures as specified in Section 330-11.1.2 of the FDOT Standard Specifications for Road and Bridge Construction, latest edition, unless otherwise approved by the County in writing. - Segregated aggregate, surface bumps and depressions, bleeding Asphaltic Concrete, clay balls, poor aggregate gradation, asphalt content out-of-tolerance from the job mix formula, poor joint construction, failed in-place Asphaltic Concrete density tests, and noncompliance with the rolling procedures may all result in rejection of the Asphaltic Concrete by the County. In such cases the Contractor, at Contractor's expense, shall remove and replace the Asphaltic Concrete or overlay the existing pavement with suitable material. The choice to remove and replace, or overlay the deficient Asphaltic Concrete shall be made by the County Public Works Director in writing. - The County will not accept nor pay for any Asphaltic Concrete placed without a County Public Works Engineering representative, on-site during the entire paving operation. A pre-paving meeting shall be held on-site 48 Hours prior to commencement of paving. To receive payment for paving materials, the contractor must provide the County Representative an electronic materials delivery ticket, consistent with FDOT specification requirements, showing the approved asphalt mix design, truck number, the tonnage, the date, and the job name. Contractor's failure to give the delivery ticket to the County Representative may result in the County not paying for the material. If the paving schedule changes the contractor must give the County Road and Bridge Division or Engineering 48-hours' notice two (2) business days, (exclusive of Saturday and Sundays) in advance of the beginning of paving. Failure to provide 48-hour notification will result in the suspension of the paving operation by the County Representative. - Bidders shall include in the asphalt bid price all equipment, materials, and labor to power sweep and apply the required tack coat prior to resurfacing and/or patching of roads where applicable. -When ordered by the County, the tie-in of overlays to existing pavement shall be milled starting from zero (0) depth to a depth of one (1) inch in ten (10) feet across the width of the pavement. The County may make field adjustments to the actual length. This task shall include the Contractors labor and equipment costs for clean up in the Tie-Ins pay item.