Site work and new construction of a mixed-use development in Harleysville, Pennsylvania. Completed plans call for the construction of a 2,400-square-foot, one-story above grade fire / police facility; and municipal facility.

Furnishing and erecting a 40 foot wide by 60 foot long by 16 foot 4 inch high post frame pole building on a prepared pad site. The technical specifications below are for the installation of a poured concrete floor within the confines of the Police Impound Garage. This work shall include all materials, labor, supervision, and equipment to pour and finish a six (6) inch concrete floor using 4,000 PSI Non-Air Entrained concrete. Technical Specifications Slab Thickness - 6 Inches (nominal). Concrete Compressive Strength, Mix & Additives - 4,000 PSI with Non-Air-Entrained Concrete with fiber reinforcement. The addition of water to the concrete mix shall only be allowed to the extent listed on the delivery truck's batch ticket, shown as "water to add" or "trim water." Adding water in excess of this amount is prohibited, regardless of weather or working conditions. Under Slab Reinforcement - Contractor shall install 6x6 6-Gauge Heavy Mesh Welded Wire Fabric (WWF) reinforcement under all portions of the concrete slab. WWF shall be in flat sheet form. Rolled WWF will not be accepted. All sheets of WWF shall be wire tied together to form a continuous wire reinforcement mat. WWF shall be adequately supported to remain in the middle third of the slab during and after installation. Vapor Retarder - A minimum 6-mil polyethylene plastic sheet must be installed between the concrete and the stone subbase as a barrier to prevent moisture from wicking out of the subbase material. Subbase - A 4-inch layer of "clean" crushed stone (PA 2B or #57) shall be installed on the prepared pad site and mechanically compacted. The subbase shall follow the slope of the pad site to provide a 2% slope, from rear wall to front wall, of the finished concrete floor. Control Joints - Saw-cut control joints shall be installed within 24 hours of the pour. They shall be cut to a depth of 1.5 inches (1/4 of the slab thickness) and spaced no further than 12 to 15 feet apart in both directions. Where possible, control joints shall terminate at structural posts. Exact locations of all control joints shall be field determined at the time of concrete slab installation. Isolation of Structural Elements (Posts) - All structural elements (footings, posts, etc.) shall be isolated from the concrete slab with 1/2-inch thick foam expansion joint material. Perimeter Forms - Pressure-treated dimensional lumber (2x4, 2x6, etc.) shall be used as perimeter forms for the concrete slab. Lumber shall be attached to the exterior face of structural posts to provide a continuous form and shall be of sufficient width to provide a level attachment point for the exterior wall siding, as well as accommodate the slope of the interior concrete floor slab. Bonds: 10% Bid Bond, Certified Check required. questions regarding the meaning or intent of Contract Documents shall be submitted to the Township in writing via email to Doug Jones, Director of Public Works at djones@lowersalfordtownship.org. Questions received less than five days prior to the date for opening of bids will not be answered. Only questions answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Contractor shall furnish all labor, materials, equipment, and supervision for a complete turnkey installation. 2. Building: 40' W x 60' L x 16'-4" height, 4/12 pitch. Trusses: Pre-engineered, 4' on center. 3. Posts: 3-ply 2x6 glulam posts 8' O.C. (typ.). 4. Footings: (12) 18" x 8" concrete footings (gables); (13) 22" x 8" concrete footings (sidewalls). 5. Exterior: 28-gauge painted steel (40-year warranty). 4' wainscot base color on walls. Gutters: 5" white aluminum seamless K-gutter and downspouts. 6. Interior: 2 uninsulated partition walls with 29-gauge painted steel up to the ceiling. Insulation: 2x4s and R-19 fiberglass insulation and steel liner in 4-40' x 16' walls and 2-60' x 16' walls. R-38 blown insulation in ceiling. 7. Ceiling: 29-gauge painted white liner ceiling panels. 8. Doors: (3) 12' x 14' insulated steel overhead doors with electric garage door openers; (4) 3'-0" x 6'-8" 6-panel vinyl and fiberglass entry doors. 9. Windows: 2 - 36" x 44" thermal pane single-hung vinyl windows. 10. Ventilation: Ridge vent and 12" overhangs with vented soffit and fascia. Cleanup: All debris removal required. 11. Cupolas: 2 - 36" x 36" painted steel cupolas with weathervanes. Question Deadline 10/28/2026 questions regarding the meaning or intent of Contract Documents shall be submitted to the Township in writing via email to Doug Jones, Director of Public Works at djones@lowersalfordtownship.org. Questions received less than five days prior to the date for opening of bids will not be answered.