Sunset Reservoir No.1 Rehabilitation

The work under this contract shall be for furnishing all labor, materials, transportation, and services for the construction and installation of the following work: The Project scope and summary includes the structural repair of existing reinforced concrete elements such as concrete beams, slabs, and columns inside the Sunset Reservoir No.1. The repairs include sealing of cracks through various methods such as crack routing and sealing depending on the location (overhead, vertical or horizontal) and the widths. The repairs also include the patching of minor to moderate spalls with and without exposed reinforcement. Additionally, expansion joints and non-moving joints along the roof and floor of the reservoir will be replaced. The repaired surfaces of the top slab will be coated with a UV resistant coating. The inside of the reservoir as well as the main concrete beams, walls and roof slab soffit will receive the installation of carbon fiber laminates (FRP). The concrete columns and stairs will be coated. The reservoir will be disinfected prior to filling it up. Contractor shall follow confined space requirements as specified in Section 00800, Article 1. The Work at the Sunset Reservoir No.1 will include but not be limited to the following: Approximately 1,370 linear feet of Concrete Repairs such as sealing cracks up to 1/4 in width in concrete walls, and approximately 2,480 linear feet in slabs and in horizontal and overhead surfaces complete in place including all materials, tools, labor, and surface preparation. Approximately 100 linear feet of Crack injection in concrete walls and slabs complete in place including all materials, tools, labor, incidentals, and surface preparations. Approximately 500 square feet of Repair of spalls on vertical and horizontal surfaces of concrete with and without exposed reinforcement complete in place including all materials, labor, tools, incidentals, and surface preparation. Approximately 200 linear feet of concrete spall repairs with exposed reinforcement in the top and bottom slab of the reservoir complete in place including all materials, tools, labor, incidentals, and surface preparation. Replacing approximately 1360 linear feet of existing expansion joints at the reservoir slabs and walls complete in place including all materials, tools, labor, incidentals, and surface preparation. Replacing approximately 2,500 linear feet of existing floor joints at slabs complete in place including all materials, tools, labor, incidentals, and surface preparation. Approximately 88,100 square feet of application of carbon fiber reinforced polymer (CFRP) on concrete structural members such as concrete walls, floors, slabs, and concrete beams as shown on the drawings and specified herein complete in place including all materials, labor, tools, and incidentals. Approximately 28,220 square feet of Ultraviolet resistant coating over carbon fiber reinforced polymer along the exterior top roof slab including all materials, labor, tools, and incidentals including surface preparation. Replacing existing steel pedestrian handrail at the tank entrance stairs with new steel rail coated with NSF61 approved coating including all components and appurtenances, labor, tools, materials, and incidentals. Cleaning and coating existing steel bearing plates with NSF61 approved coating including all components and appurtenances, labor, tools, materials, and incidentals. Cleaning and coating existing concrete columns and stairs with NSF61 approved coating after concrete repairs have been completed, including all components and appurtenances, labor, tools, materials, and incidentals. Disinfecting and testing interior of reservoir including all components and appurtenances, labor, tools, materials, and incidentals. The Successful Bidder states he or she must furnish a 100 percent (100%) Performance Bond and a 100 percent (100%) Payment Bond, in accordance with the Instructions to Bidders and the General Conditions. Wages paid on this project shall be not less than the minimum prevailing wage rates listed in the Contract Documents, Section 00840, General Wage Requirements. Questions shall be submitted before 5:00 P.M. (MST). on July 25, 2022. *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. The range for this project is $4,667,846.40 - $5,316,158.40

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 02 -	Existing Conditions, Subsurface Investigation.
Division 03 -	Concrete, Concrete Reinforcing, Cast-in-Place Concrete.
Division 05 -	Metals, Structural Metal Framing, Metal Decking.
Division 23 -	Heating, Ventilating, and Air Conditioning (HVAC), Facility Fuel Piping, Facility Fuel-Storage Tanks.
Division 31 -	Earthwork, Clearing and Grubbing, Grading, Erosion and Sedimentation Controls.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Fences and Gates.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.