Site work and paving for a road / highway in Williamsport, Pennsylvania. Working plans call for site work for a road / highway.

**As of July 8, 2026, no bids received. No definite date for the rebid.** Performance Bond and Payment Bond in the Amount of 100% of the Contract, as Well as Proof of Worker's Compensation Insurance Will Be Required From the Lowest Responsible Bidder. All Work and Material Must Meet Current Pennsylvania Department of Transportation Specifications Form 408 and Its Supplements. LINE Painting Contract : Furnish and Place Approximately 57,809 Lf of 4" White Edge Lines; 107,580 Lf of 4" Double Yellow Center Lines; 9,992 Lf of 4" White Skip Lines. Work must be completed by: September 30, 2026. Legend Application. Include crosswalks, symbols, legends, stop lines, and other miscellaneous items. Do not apply with hand brushes or rollers. Glass beads may be hand-applied. (c) Application Rates. 1. Paint. Dispense at a wet-film thickness of 15 mils +- 1 mil for all markings, except edge line markings are 12 mils +- 1 mil. 2.Glass Beads. Apply at a rate of 7 pounds per gallon of paint. 3.Calibration. Use a machine calibrated as follows: o Line Measuring Device. Calibrate automatic line length gauges to maintain a tolerance of +- 25 feet per mile. o Cycle Length/Line Timer. Calibrate cycle length in a tolerance of 6 inches per 40 feet; calibrate line length to maintain a tolerance of 3 inches per 10 feet. o Bead Guns. Calibrate to dispense glass beads at the specified rate. Check by dispensing glass beads into a gallon container for a predetermined fixed period of time. Verify the weight of glassbeads. o Paint Guns. Calibrate to simultaneously apply the paint at the uniform rates specified with an allowable tolerance of 1 mil and with an allowable width tolerance of 1/4 inch. (d) Surface Preparation. Clean the roadway surface where the waterborne pavement markings will be applied. Remove all surface treatment, laitance, curing compound, or any contaminants that would hinder adhesion. Clear any loose dirt and other debris from the area to be painted with compressed air. Surface preparation is incidental to theapplication of waterborne pavement markings, except for the removal of pavement markings which is performed and paid for under Section 963. Identify the location of the final pavement markings by applying spots on the pavement at 40-foot intervals. The Municipality will approve the locations. Centerline Application. Locate and place as indicated and as follows: Avoid placing markings on longitudinal pavement joints and seams. Where existing centerlines are visible and properly located, apply directly over the existing pattern. Where centerlines do not exist, or existing centerlines are improperly located, apply at the correct location, as determined by the Municipality. Remove the improperly located existing markings, as specified in Section 963.3. Divide the roadway on two-lane roadways. However, if a portion of the roadway on either or both sides is to be used for parking, then divide the traveled way. *The list of planholders and/or interested bidders is not being tracked by the stakeholders involved with this project. If you are an interested contractor and wish to be listed as a bidder, please notify our editorial staff at addtobidlist@constructconnect.com.