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

Questions and Requests for additional information will be received via email through Friday February 9, 2024 at 12 noon. In compliance with the above, the undersigned agrees, if this offer is accepted within 120 calendar days from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered to the designated point(s), within the time specified in the schedule. The estimated budget for overlay services in Calendar Year 2024 for the County is approximately $3,250,000.00. he Period of Performance for the work shown in this solicitation is from the award date through December 31, 2024. The County may order additional work through February 28, 2025, as needed; at the unit pricing shown in Section B, and in accordance with this Contract. No additional option years are available This solicitation/Contract includes the Bituminous Concrete Overlay of various locations in the County, to include but not be limited to roadways, parking lots and trails/cart paths. In addition to the requirements contained herein, material specifications that are acceptable for work to be performed as part of the County's Asphalt Overlay program for Calendar Year 2024 projects shall be those of the Maryland Department of Transportation, Maryland State Highway Administration (SHA), entitled, "Standard Specifications for Construction and Materials", current revision, and as modified by the solicitation/Contract. The Maryland State Highway Administration documents linked in Section J are revised from time to time. If a revision issued during the performance of this contract updates any relevant specification or requirement, the more stringent specification or requirement shall apply unless clarified in writing by the County. The governing general terms, conditions, and clauses stipulated by St. Mary's County in this solicitation/Contract shall take precedence over those general terms, conditions, and clauses referenced in SHA material specifications incorporated by reference. The following method of construction shall be utilized at each job site. A. Various roadways, parking lots and trails / cart paths will require base asphalt. The depth of base asphalt 19.0 mm will be approximately two and one half inches (2.5"), Item 502. B. Roadways, parking lots and trails /cart paths designated will receive a 9.5 mm surface asphalt course, Item 503 of one- and one-half inches (1 1/2") to two inches (2") compacted depth. Along with any base repair and wedge and leveling as directed. C. Driveways on all roads shall be paved with a two inch (2") 9.5mm surface asphalt course Item 504. All driveways shall be completed no later than ten (10) calendar days after completion of the traffic lane in the area of each driveway. D. Any and all roads, parking lots and trails / cart paths may require asphalt repair, Item 501 as directed by the Inspector. A list of roadways to be repaired has been provided in Attachment J-1 of this solicitation. This list may be modified if needed. Patching/repairs whether Full Depth Patching (FDP) or Partial Depth Patching (PDP) shall be paid per the unit price per ton in Section B, Item 501 of this solicitation. All milling and/or excavation shall be considered incidental and 24-DPWT-132353 5 necessary to complete the work. It shall be determined by the Inspector the areas to be repaired and whether 9.5mm or 19.0mm asphalt shall be used. E. Shoulders on various roads shall be paved as directed by the Contracting Officer's Technical Representative (COTR). F. Wedge and level using 19.0 mm or 9.5 mm asphalt may be required on various roaads as directed by the COTR. G. The Highway Maintenance Division may designate various areas of roadways for patching and/or paving not shown in Attachment J-1 as the need arises. Unit prices defined for Items 501 through 505 shall apply. H. Paving Fabric A/O Mat or Equal shall be asphalt cement tack coat with a residual asphalt range of from, Two Tenths (.20) to Three Tenths (.30) gal/sq. yd. is applied at a temperature from 275 to 325 degrees Fahrenheit by means of a distribution truck. The width of the tack coat should be the width of the fabric plus from 1 to 4 inches on each side. I. Parking Lots - work will consist of the placement of a various compacted depth base course of Bituminous Concrete 19mm and a various compacted depth surface course of Bituminous Concrete 9.5mm. The COTR may designate various parking lots for patching and / or paving as the need arises. The unit cost defined in items 501 through 505 shall apply