Site work and new construction of a pre-engineered storage facility in Fort Collins, Colorado. Completed plans call for the construction of a pre-engineered storage facility; and for site work for a pre-engineered storage facility.

Reference Number 0000330712 1. Building Summary Building dimensions shall be approximately 60-feet wide by 80-feet long with a sidewall height of 16 feet. Four (4) garage door bays will be provided with two (2) manway doors provided one (1) on each end of the building. A concrete floor is also to be included. Include 6-foot by 80-foot exterior concrete approach with eight (8) safety bollards in front of overhead doors to new building from existing concrete. The Contractor is required to furnish Engineer stamped drawings to the City suitable for submittal for County permitting. 2. Foundation Foundation shall be reinforced precast concrete column with an internal threaded adjustment bracket set in a readi-mix poured footing set a minimum of 4'-0" below building grade (or below frost depth). Fastened to a laminated wood column with an internal column connector bracket. Reinforced precast 4" concrete board with integrated 3-1/2" treated wood, mounted at grade to concrete column. 3. Siding and Roof Shall be ribbed steel with a minimum thickness of 29-gauge steel fastened with stainless steel screws. Roof shall include three (3) rows of snow retainers, 1-foot overhangs with vents along long side of roof. North and south edges shall have 6-inch gutters with 4-inch x 5-inch downspouts. A ridge cap will also be provided. 4. Openings Provide three (3) ea. 12-foot by 14-foot openings and one (1) ea. 16-foot by 14- foot openings with steel insulated overhead doors with operators and remotes. The doors shall be commercial grade insulated Coplay 3200 models three (3) 12- foot 2-inches by 14-foot tall and one (1) 16-foot by 14-foot tall. Two (2) man doors shall be included, each 3-foot by 6-foot 8-inch steel, one outswing left/one out-swing right with closer and lockset keyed to ranch gate standard. Provide six (6) 5-foot by 4-foot sliding windows including four (4) on the back (opposite the garage doors) and one on each side. 5. Insulation Ceiling finish to include solid sheathing attached to lower truss cords with 4 mil vapor retardant and R38 insulation blown into attic. Interior walls will be lined with waterproof interior wall finish and insulated with 4 mill vapor retardant and 6-inch fiberglass (R-19) insulation. Contractor is to install perimeter slab insulation beneath concrete floor, 24 inch wide. 6. Interior Floor The interior floor is to be six-inch thick concrete inside building, steel trowel finish, and saw cut joints. Reinforce with #4 rebar 24 inches on center, each way. Minimum 4000 psi concrete. Include two (2) ea. 4-foot by 4-foot door exist stoops at manway doors. Concrete to be sloped to drain toward garage doors. 7. Heating Install three (3) ea. propane 40-foot 100 MBH radiant tube heaters. The Contractor is responsible for rough in gas piping and stub out toward propane gas hookup. The City is responsible for the propane tank and hookup. The Contractor is responsible for furnishing to the City engineer stamped mechanical drawings for County review and permitting. 8. Other Design Criteria Design criteria for this site includes 117 mph Ultimate Design Wind Speed (Vult), Exposure C, Risk Category I, 50 psf ground snow load (Pg). The site is NOT in the Wildfire Hazard Area. 9. Contractor Coordination a. Contractor shall work closely with Utilities' electricians and plumbers to coordinate the installation of plumbing for gas heat and electric service. b. Utilities will provide site preparation including clearing and grubbing, and subgrade preparation. c. Utilities will provide electric power service for construction. d. Contractor responsible for trash, scrap removal and portable toilet. 10. Warranty Describe additional warranties that can be provided. 11. Freight terms All freight is F.O.B. Destination, Freight Prepaid. All freight charges must be included in prices submitted on Bid. 12. Method of Award At the City's option the basis of award is the lowest responsive and responsible Bidder based on the total price for Base Bid or the total price for the Base Bid plus selected Alternates. Delivery lead times, installation lead times, details of the warranty and exceptions will also be taken into consideration. 13. Bid Schedule (Base Bid) Please provide a detailed Bid that addresses all items within this Section 0050 Scope of Work, to include any/all pricing, lead times, installation lead times, warranty information, and exceptions. Question Acceptance Deadline 09/29/2023 03:00 PM MDT Questions are submitted online No All questions should be submitted, in writing via email, to JD McCune, Buyer II at jmccune@fcgov.com Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. The City (OWNER) reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein.