Renovation of an educational facility in Oswego, New York. Completed plans call for the renovation of a educational facility.

A Bidder who submits a bid will be refunded its deposit in full. A Bidder who does not submit a bid will not be refunded its deposit. Subcontractors, material suppliers, and others will be refunded their deposits in full. Deposits will not be refunded for documents returned in unusable condition or after 30 days. All Contract Documents (except for those held by successful Bidders) must be returned to Plan and Print Systems, Inc. Requests for interpretation, information or clarification (RFI) of the Contract Documents must be made in writing. Responses to RFIs will not be made over the telephone. Responses to RFIs will be advisory only and will not modify the Contract Documents. The Contract Documents stand as published except as modified by written Addenda before bid and Modifications after execution of the Agreement. The Bidder must deposit with its Bid, security in an amount and form subject to the conditions provided in the Contract Documents. Withdrawal of Bids will be subject to the conditions provided in the Instructions to Bidders. The Owner reserves the right to waive any informality in or to reject any or all Bids. A. Model. 1. SL-17 Pebble Grain FRP/ Aluminum Hybrid Door. B. Door Opening Size. 1. Per schedule C. Construction. 1. Door Thickness. a. 1-3/4". 2. Stiles & Rails. a. Aluminum extrusions made from 6063 aluminum alloys with a minimum temper of T5. b. Minimum 2-5/16" deep one-piece extrusion with integral reglets to accept face sheet on all four sides, both interior and exterior of door which secure face sheet into place and permit flush appearance. c. Screw or snap in place applied caps are not acceptable. d. Top rails must have integral legs for interlocking continuous extruded aluminum flush cap. e. Bottom rails must have manually adjustable SL-301 door bottom with two nylon brush weather stripping. f. Meeting stiles to include integral pocket to accept or pile brush weather seal. 3. Corners. a. Mitered. b. Secured with 3/8" diameter full-width steel tie rod through extruded splines top and bottom which are integral to standard tubular shaped rails. c. 1-1/4" x 1-1/4" x 3/16" 6061 aluminum angle reinforcement at corner to give strong, flat surface for locking hex nut to bear on. d. Weld, glue, or other methods of corner joinery are not acceptable. 4. Core. a. Poured-in-place polyurethane foam. b. Laid in foam cores are not acceptable. c. Foam Plastic Insulated Doors: IBC 2603.4. 1) Foam plastic shall be separated from the interior of a building by an approved thermal barrier. 2) Approved thermal barrier must meet the acceptance criteria of the Temperature Transmission Fire Test and Integrity Fire Test as stated in NFPA 275. 3) IBC 2603.4.1.7 foam plastic insulation, having a flame spread index less than 75 and a smoke developed index of not more than 450 shall be permitted as a door core when the face is metal minimum 0.032" aluminum or 0.016" steel. 4) Standard door assembly can be tested to show it meets these requirements without the use of thermal barrier. If no independent testing conducted all doors with foam plastic core must have a thermal barrier. 5. Face Sheet. a. Exterior 1) 0.120" thick, pebble texture, through color with integral surfaseal film FRP sheet. 2) Class C standard. b. Interior 1) 0.120" thick, pebble texture, FRP sheet. 2) Class A. c. Attachment of face sheet. 1) Extruded stiles and rails to have integral reglets to accept face sheet on all four sides, both interior and exterior of door which secure face sheet into place and permit flush appearance. 2) Use of glue to bond face sheet to core or extrusions is not acceptable. 6. Cutouts. a. Manufacture doors with cutouts for required vision lites, louvers, and panels. 7. Hardware. a. Pre-machine doors in accordance with templates from specified hardware manufacturers. b. Surface mounted closures will be reinforced for but not prepped or installed at factory. c. Factory install door hardware. 8. Reinforcements. a. Aluminum extrusions made from 6061 or 6063 aluminum alloys. b. Sheet and plate to conform to ASTM-B209. c. Alloy and temper to be selected by manufacturer for strength, corrosion resistance, and application of required finish, and control of color. d. Bars and tubes to meet ASTM-B221. D. Sustainability Characteristics. 1. LEED Declaration. a. Entrance Products contribute to point calculations for the following credits: 1) MR Credit 4.1 Recycled Content 10% (post-consumer = 1/2 pre- consumer) 1 point. 2) MR Credit 4.2 Recycled Content 20% (post-consumer = 1/2 pre- consumer) 1 point. b. All aluminum extrusions are produced using prime-equivalent billet produced from 100% reprocessed 6063-T6 alloy recovered from industrial processes. The USGBC classifies these extrusions as pre- consumer recycled material. c. Manufacturing facility located within 500 miles of major components and materials, including aluminum extrusions. d. The point of recovery and smelting of pre-consumer recycled material within 500 miles of the manufacturing facility. A. The extent of site preparation is shown on the drawings. B. Site preparation work includes, but is not limited to, the following: 1. Site investigation and underground utility identification 2. Protection of existing trees, shrubs, ground covers and lawns to remain. 3. Topsoil stripping and stockpiling on site (See Section 329201) 4. Site clearing and removals 5. Saw cutting 6. Clean up C. Provide materials, labor, equipment and services required to accomplish related work in accordance with the drawings and specifications. A. The extent of site earthwork and site grading is shown on the drawings. B. Site earthwork includes, but is not limited to, the following: 1. Fill Materials 2. Source Quality Control 3. Shoring, Bracing and Supporting 4. Horizontal and Vertical Layout 5. Grading and Excavation 6. Compacted Backfill and Fill 7. Field Quality Control Testing and Inspection Services 8. Guarantee 9. Clean Up C. Provide materials, labor, equipment and services required to accomplish related work in accordance with the drawings and specifications A. The extent of site concrete work is shown on the drawings and includes formwork, reinforcement, accessories, cast in place concrete, installation of embedded items, finishing, curing, mix designs, testing and acceptance requirements for concrete. B. Site Concrete work includes, but is not limited to, the following: 1. Concrete walks, pads, and ramps 2. Concrete footings, bases, foundations, cradles, saddles, collars, and thrust blocks 3. Exterior anchoring cement non-shrink grout 4. Concrete scheduling April 1 to October 15 5. Clean up C. Provide materials, labor, equipment and services required to accomplish related work in accordance with the drawings and specifications. A. The extent of new flagpole(s) is shown on the drawings. B. Provide materials, labor, equipment and services required to accomplish related work in accordance with the drawings and specifications. A. The extent of the lawn work is shown on the drawings. The lawn work limits equal the Contract Limit Line except as noted on the drawings. Non-paved, non-roofed areas within the Contract Limit Line shall receive four (4") or six (6") inches settled depth of topsoil and lawn seed or sod. Existing lawn areas that are not disturbed require no additional work. Lawn types as shown on the drawings are defined as follows: 1. Lawn: Strip and stockpile 4" topsoil, remove debris, replace 4" topsoil, seed, and mulch. B. Lawn work includes, but is not limited to, the following: 1. Placing and spreading stockpiled topsoil 2. Seed bed preparation 3. Seeding lawns 4. Mulching and fertilizing 5. Straw mat stabilization 6. Maintenance: See watering, mowing, fertilizing, core aerating, weed control, grow in and other specific requirements. 7. Clean Up C. Provide materials, labor, equipment, and services required to accomplish related work in accordance with the drawings and specifications.