Site work and paving for a mixed-use development in Perry, Florida. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

Counties: Taylor Road Name: SR 30 (US 98) Limits: From Cabbage Grove Rd to Us 19 Project(s): 44331115201(*) Federal Aid No: D221063B Total Roadway Length: 12.829 Miles Contract Days: 220 Total Bridge Length: 0.028 Miles Total Proposal Length: 12.857 Miles Contract Execution Days: 10 Special Start Date: N/A Aquis/Flexible Start Time: 15 Days The improvements under this contract consist of milling and resurfacing, base work, shoulder treatment, shoulder barrier wall, rumble striping, drainage improvements, highway signing, guardrail, sidewalks and other incidental construction on SR 30 (US 98) in Taylor County from Cabbage Grove Road to US 19. For bids over $150,000.00, the standard proposal guaranty of 5% of the bid will be required, unless otherwise stipulated in the proposal advertisement. A Proposal Guaranty of not less than five percent (5%) of the total actual bid in the form of either a certified check, cashier's check, trust company treasurer's check, bank draft of any national or state bank, or a Surety Proposal Guaranty made payable to the Florida Department of Transportation must be received for each bid in excess of $150,000.00 A 100% Payment and Performance Bond will be required for all projects. All work is to be done in accordance with the Plans, special Provisions of the State of Florida Department of Transportation. FDOT - Call Order: 004 Resurfacing General: Remove the existing raised pavement markers (RPMs) before milling. Include the cost of removing existing RPMs in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the Plans, in a manner that will restore the pavement surface to a uniform cross-section and longitudinal profile. The Engineer may require the use of a stringline to ensure maintaining the proper alignment. Establish the longitudinal profile of the milled surface in accordance with the milling plans. Ensure the final cross slope of the milled surface parallels the surface cross slope shown in the Plans or as directed by the Engineer. Establish the cross slope of the milled surface by a second sensing device near the outside edge of the cut or by an automatic cross slope control mechanism. The Plans may waive the requirement of automatic grade or cross slope controls where the situation warrants such action. Operate the milling machine to minimize the amount of dust being emitted. The Engineer may require prewetting of the pavement. Provide positive drainage of the milled surface and the adjacent pavement. Perform this operation on the same day as milling. Milling operations are restricted to only that area which can be milled and resurfaced with the first lift of asphalt within the same work operation and prior to opening to traffic. Before opening an area which has been milled to traffic, sweep the pavement and gutters with a power broom or other approved equipment to remove, to the greatest extent practicable, fine material which will create dust under traffic. Sweep in a manner to minimize the potential for creation of a traffic hazard and to minimize air pollution. Do not sweep or allow milled asphalt into inlets. Sweep the milled surface with a power broom before placing asphalt concrete. In urban and other sensitive areas, use a street sweeper or other equipment capable of removing excess milled materials and controlling dust. Obtain the Engineer's approval of such equipment, contingent upon its demonstrated ability to do the work. Perform the sweeping operation immediately after the milling operations or as directed by the Engineer.