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

Paving Contract: Mill approx. 10,.150 SY, furnish and place approx. 916 ton of 9.5mm Asphalt Wearing Course., and approx 20 ton of 25mm Asphalt Base Course, *Please indicate which project you are bidding on envelope when submitting to Township. Bid Bond in the amount of 10% of the contract is required of ail bidders for each contract Performance bond and payment bond in the amount of 100% of the contract as welt as proof of worker's compensation insurance will be required within 20 days of receiving notice of being awarded the hid to each contract All work and material! must meet current Pennsylvania Department of Transportation Specifications Form 408 and ils Supplements. Proposals must te upon the forms furnished by the Municipality The Municipality reserves the right to reject any or all proposals. Prevailing Wages are applies fete to the Paving Contract. 25MM ASPHALT BASE REPAIR - AS DIRECTED Construct by marking the area to be replaced as directed, saw cut or mill the perimeter. Remove and dispose of all material within the area to a depth of 4", compact the existing subgrade or subbase, thoroughly clean and dry all Asphalt surfaces, tack coat the existing Asphalt edges then place and compact 4" Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 0.3 million ESALs, 25.0 MM Mix. Sealing of the joint upon completion of repair is required. All work and materials are incidental to the 25mm Asphalt Base Repair Item. *Base Repair Note: This item of work is to be used in the case of unstable areas being located after milling operation. All areas to be marked and verified with a township official prior to any excavation. MILLING OF ASPHALT SURFACE: ATTACHMENT # 1 Continued Provide a milling machine designed and built for milling existing asphalt roadway pavement with a grade and slope control system. Mill the existing asphalt surface to a uniform surface depths (shown above) as required, for the full width of the roadway Milling should provide a properly cross-sloped surface to maintain drainage throughout construction. Mill the roadway area to provide a finished surface that is free from gouges, grooves, and ridges. Immediately after milling, remove milled material. Carefully remove the existing bituminous material around utility facilities within work areas. Repair or replace utility facilities that are damaged by the milling operation to the satisfaction of the utility owner. Control the rate of milling to avoid tearing of the mat, which causes chunky and non-uniformly milled material. If directed, separate oversized and chunky milled material. Maintain the milled pavement surface free of all loose materials and dust. General Milling Note: Milling heads mounted to roadway equipment will not be accepted. This includes but not limited to milling head mounted onto skid steers, loaders and backhoes. Mifflin Township to retain all millings. 9.5MM ASPHALT WEARING COURSE Superpave Asphalt Mixture Design, 9.5 mm, PG 64S-22, Asphalt Wearing Course < 0.3 ESAL's, SRL-Any. Furnish and place compacted asphalt wearing course material across entire cross-section of roadway at uniform depths as indicated in locations above (1/2" scratch course followed by 1" wearing course) using full width paving equipment when possible to avoid joints in the finished pavement. Completed pavement should provide sufficient cross-slope (approximately 2.0%) to maintain positive drainage throughout construction and positive drainage into all existing inlets. Refer to PennDOT Pub 408, section 413. Tack Note: Contractor must place asphalt tack coat as per Pub 408 Section 460. Contractor to determine application rates based upon existing road conditions as shown in Table B. Contractor must deliver daily tack slips with Bill of Lading and application rate to the municipality. Municipality reserves the right to withhold payment until these items are received. Tack is incidental to paving items, and is required to be placed between scratch and wearing courses. *Incidental to the above items is cleaning of roadway, milled paving notches, driveway tie-ins, tack coat on existing roadway and vertical faces as needed, sealing of any longitudinal and transverse joints, curb lines, etc. and mobilization and traffic control according to publication 212, 213 and the MUTCD. All work must be completed in accordance with the current PADOT Pub. 408 Specifications and its supplements.