Site work and paving for a road / highway in Leesburg, Virginia. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Proposal ID: C0000128016P01 District: Northern Virginia Route Number Various UPC 128016 State Project Number PM9M-053-F26, P401 County City Loudoun Construction Begin Site Various Construction End Site Time Limit 11/20/2026 Question Deadline 12/12/2025 Bidders Are Required to Be Approved as a Prequalified Vendor Prior to Submitting a Bid VDOT - 907 - 2026 Plant Mix - Secondary This work shall consist of renovating existing low (erosion or overlay) and high shoulders (debris buildup) and shoulders disturbed due to plant mix overlay or guardrail work as specified in the Contract Documents to provide finished shoulder designs and guardrail heights that conform to the Specifications, Standard Drawings, and Plans. For the purposes of this provision, machining shoulders and manual shoulder restoration shall be viewed as placing, grading, and compacting operations of approved shoulder materials performed by mechanized equipment or manually. Materials allowed for renovating shoulders shall include furnishing and delivery of these materials to the jobsite or to the location(s) designated in the Contract Documents. This work shall consist of furnishing and placing stabilized and paved shoulder overlay on existing stabilized and paved shoulder surfaces according to the Road and Bridge Standards and the Specifications. The purpose of this work is to provide a resurfaced shoulder with a slope and guardrail height that conforms to the Road and Bridge Standards, the Specifications and the requirements herein when work is completed. This work shall consist of installing a consolidated pavement shoulder wedge shape at locations designated in the Plans or as directed by the Engineer. A pavement shoulder wedge is formed by a pavement shoulder wedge device to produce a consolidated wedge shaped pavement edge. This provision shall govern cold planing (milling) asphalt concrete operations in preparation for pavement repair and/or pavement overlay. Cold planing of asphalt concrete pavement shall be performed according to Section 515 of the Specifications and the requirements herein. This work shall consist of establishing the location of retroreflective pavement markings and installing pavement markings and pavement markers in accordance with the MUTCD, the Contract, and as directed by the Engineer. This work shall consist of constructing one or more courses of asphalt concrete on a prepared foundation in accordance with these Specifications and within the specified tolerances for the lines, grades, thicknesses, and cross sections shown on the Plans or established by the Engineer. At the Contractor's option, the asphalt concrete may be produced using a warm-mix additive or warm-mix process approved by the Department. When used, the temperature placement limitations for Warm Mix Asphalt (WMA) shall apply. This work shall also consist of constructing asphalt concrete curb and rumble strips in accordance with these Specifications, plan details, and the Standard Drawings.