Site work for a road / highway in Williamsport, Pennsylvania. Completed plans call for site work for a road / highway.

Sealed proposals will be received by Loyalsock Township: for the following: Approximately 106,818 ft of 2 yellow center lines Approximately 92,872 ft of 2 white edge lines Proposals must be upon the forms furnished by the municipality. The bid must be accompanied by a bid bond or certified check in the amount of 10% of the bid, made payable to the municipality. Payment and performance bonds or certified checks in the amount of 100% of the contract shall be furnished by the successful bidder within 20 days after the contract is awarded. All envelopes containing bid proposals shall be clearly marked Traffic Line Painting Bid. The Loyalsock Township Board of Supervisors reserves the right to reject any or all proposals, or to accept such proposal as they deem to be in the best interest of the township. DESCRIPTION OF WORK: Revise Table G to include 9.5 mm Fine Graded Wearing Course 0.0 to 0.3 ESAL’s, SRL-M TABLE G Mixture Minimum Compacted Depths Mixture 9.5 mm Fine Grade Wearing Course Minimum Depth 1 in. 410.4 MEASUREMENT AND PAYMENT—Square Yard or Ton Paid as specified in Section 413.4 for a 9.5 mm Wearing Course. Continued on Attachment 1-C -3d410.1 DESCRIPTION—This work is the standard and RPS construction of a plant-mixed asphalt wearing course on a prepared surface using a volumetric mixture design developed with the Supeipave Gyratory Compactor and modified to be a fine-graded (FG) mixture. 410.2 MATERIALS—Section 413.2 using the procedure and volumetric tolerances for the 9.5 mm nominal maximum aggregate size mixture and modified as follows: (e) Mixture Composition for Standard and RPS Construction. 1. Virgin Material Mixtures. Submit a JMF meeting all ofBulletin 27 requirements for a 9.5 mm nominal maximum aggregate size mixture, except the JMF must have a minimum percent passing the No. 8 sieve of47% and a maximum percent passing the No. 8 sieve of 67%. 410.3 CONSTRUCTION—Section 413.3 using the test procedures, limits and tolerances for a 9.5 mm nominal maximum aggregate size mixture except where procedures, limits and tolerances are specifically indicated for a 9.5 mm fine-graded nominal maximum aggregate size mixture and as modified as follows: The intent ofthis project, unless otherwise noted, is to place a one and one half(1.5) inch wearing course. And Supeipave Asphalt Mixture Design, 9.5 mm, PG 64-22, Fine Graded Wearing Course 0.0 to 0.3 ESAL’s, SRL-M (Scratch Course): Furnish and place as directed Bituminous Wearing Course to restore the cross-section ofroadway. Superpave Asphalt Mixture Design, 9.5 mm, PG 64-22, Fine Graded Wearing Course 0.0 to 0.3