Site work and paving for a road / highway in York, South Carolina. Completed plans call for site work for a road / highway; and for paving for a road / highway.

As of July 10,2024, project was awarded toReeves Construction, but awarded amount is not available. Scope of Work All driving surface aggregate complying with the specifications attached shall be picked up at the Bidder's location and loaded into trucks furnished by York County. Bidder shall provide a Sieve analysis from on-site sampling and shall submit all applicable AASHTO tests for review by the County. Aggregate specifications shall be verified by a third-party testing laboratory not affiliated with the successful Bidder. Throughout the duration of this contract, the County may at its discretion, periodically request up to four (4) additional sets of tests, at the cost of the Bidder, to ensure product consistency. 2.2 General Description Driving surface aggregate will be composed of crushed stone, excluding marine limestone, filled and bound with screenings. The aggregate will be free from vegetable matter, sand, lumps or balls of clay, or other deleterious matter. Driving surface aggregate will consist of coarse and fine aggregate as defined in this subsection. 2.3 Coarse Aggregate Coarse aggregate will be material retained on the No. 4 sieve consisting of hard, durable aggregate particles that are reasonably free from thin or elongated pieces, disintegrated particles, vegetable matter, or other deleterious substances. The maximum abrasion loss for coarse aggregate is 30% when subjected to the Los Angeles Abrasion Test (AASHTO T 96). 2.4 Fine Aggregate Fine aggregate or binder material will be material passing the No. 4 sieve and is subject to the requirements in this subsection. Fine aggregate for driving surface aggregate will consist of material produced by crushing operations, free from mineral clay or silt soil, excluding marine limestone. 2.5 Composite Mixture After the base course material is spread on the subgrade, mixed, and shaped, but prior to the beginning of compaction operations, the composite mixture will conform to the requirements in the following table: The composite mixture shall meet the following requirements: Driving Surface Aggregate Sieve Designation Percentage by Weight Passing 2-inch 100 1 1/2 -inch 95 - 100 1-inch 70 - 100 1/2 -inch 48 - 75 No. 4 30 - 60 No. 30 11 - 30 No. 200 0 - 12 Liquid Limit 25 Max. Plasticity Index 6 Max. 2.6 Measurement and Payment The term "ton" shall mean the short ton consisting of 2,000 pounds avoirdupois. All materials, which are measured and proportioned by weight, shall be weighed on accurate, approved scales by competent qualified personnel at locations designated by the County. All platform scales shall be of sufficient size to permit the entire vehicle, or combination of vehicles, to rest on the scale platform while being weighed. The supplier shall furnish all scales at no cost to the County. The supplier shall have scales tested by an approved firm, or state agency, as often as the County may deem necessary to ensure their accuracy. The tare weight of vehicles hauling material being paid for by weight shall be the empty weight of the vehicle with the driver aboard and the fuel tanks full. All vehicles shall be weighed once each week to determine their tare weights and except as provided below, this tare weight shall be used for the calendar week in computing net weights. During the course of the calendar week, vehicles may be spot checked for tare weight. If the spot check shows the tare weight of any vehicle is exceeded by 100 pounds during regular weekly weighing, then the tare weight determined during spot checking shall be used to compute the net weights until the next weekly tare weights are determined. If the tare weight of the vehicle is less than the tare weight found at the weekly weighing, the tare weight determined at the weekly weighing shall be used in computing net weights for the calendar week. For proper identification each vehicle shall display a legible identification number and county emblem. 2.7 Method of Measurement Driving surface aggregate will be measured in tons and the quantity shall be the number of tons of base material, including normal moisture found in stockpiled materials, weighed on approved scales. 2.8 Weight Tickets The net weight of each load of material and the accumulated weight of the loads for the day shall be recorded in duplicate, on forms suitable to the County. When each load of materials is delivered, one copy of the weight ticket shall be presented to the representative of the County. At any time during the delivery of materials and for the purpose of checking the weighing equipment, the County may direct the supplier to weigh on tested and/or approved platform scales, without additional compensation, any truckload that is to be delivered to the work site. 2.9 Basis of Payment The driving surface aggregate will be paid for at the contract unit price per ton and said price and payment shall be full compensation for furnishing all materials. Payment will be made on all invoices received by the last day of each month. Payment will be made within fifteen (15) days after receipt of said invoice. Invoices are to be sent to the Road Maintenance Department, PO Box 120, York, South Carolina, 29745-0120. Periodically, other county departments make special request for stone. When this situation occurs a separate Purchase Order number will be issued to the successful Bidder and the contracted price per ton in this bid will be used. Questions Deadline: No later than May 24, 2024 at 4:00 p.m. General questions about this solicitation should be submitted through the Getall portal, by selecting the questions icon in the corresponding Q&A column. York County reserves the right to reject any or all responses, waive any technicalities and select the Bidder who is determined to best meet the needs of the County for this Request.