Renovation of a municipal facility in Hammond, Louisiana. Completed plans call for the renovation of a municipal facility.

OJT Goal: Trainees Specbook: 2016 Description of work: building repairs Parish(es): Tangipahoa Estimated Construction Cost: $100,000 to $250,000 All questions concerning the plans shall be submitted via the Electronic Plans Distribution Center known as Falcon. All submitted questions will be forwarded by email to the Project Manager and the Project Engineer. Questions submitted within 96 hours of the bid deadline may not be answered prior to bidding. Falcon may be accessed via the Internet at online. From the home page, select Doing Business with DOTD from the left-hand menu, then select Construction Letting Information on the pop-up menu. On the Construction Letting Information page, select the link, DOTD's Plan Room; Login to Falcon (or request an ID if a first-time user). Once logged in, you will have access to view Project Information, submit a question concerning the project, and view the plans. To avoid any suggestion that a potential bidder is using the Falcon system to communicate with other potential bidders, DOTD will not post any question or any statement of fact or opinion not made for the purpose of seeking clarification of plans and/or specifications. Any non-questions posted on falcon will be limited to the statement of an issue considered unresolved by a previous DOTD response. LADOT - Building Repairs *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Scope of Work This work consist of the contractor providing all engineering, labor, materials, equipment, supervision, incidentals and workmanship guarantee necessary for constructing a 50'x60' steel red iron building with metal roof, doors, windows, gutters, awnings, trim, and insulation. The metal building will be constructed on an existing reinforced concrete slab. The existing reinforced concrete slab will require modifications to the existing concrete tin ledge and sloped entry at locations shown on the plans. The contractor will be responsible for engineering and constructing the building structure only to meet the region wind load of 128 mph. General Notes: 1. The contractor will be required for: a. Verifying slab elevations and sizing steel post beam lengths to meet plan specifications. b. The demolition of concrete slab at post beam locations for anchor footings to anchor weld plates or anchor bolts for steel post beams. 4,000 psi high strength concrete will be required for pouring anchor footings. c. Providing color samples of metal siding, metal roof, doors, windows, trim, awnings, and gutters before ordering materials. d. Maintain a clean construction site free of trash and debris, stray screws shall be picked up daily. e. All waste material, debris, and trash will be removed from the construction site regularly and be at the contractor's expense. f. Delivery, storage, and handling of all building material. g. Use Red Oxide Primer to touch up coatings as directed. h. Providing a 5 year workmanship guarantee. 2. Shop drawings for building plan and layout, bolted and/or welded connections, anchor details, fastener detail, doors, windows, and awnings will be submitted to the Department for approval prior to fabrication. 3. All structural steel, purling, and girts will be coated with red-oxide primer and manufactured in the U.S.A. 4. All steel components will be coated and sized to industry standards. 5. All girts will be flush with steel post beams. 6. Temporary power will be provided by the Department for construction. 7. Building insulation will be 4" PPSA roll insulation. 8. Sledge door hardware will be required to match existing facilities. 9. Material Schedule and Specifications are listed on sheet 3 of the plans. 10. Contractor will notify the Project Engineer 7 days prior to begin work.