Concrete Pads

Quote to install two concrete slabs at the Water Shop, 3323 Sanborn Drive. The two pads are as follows: Haul Off Bin Pad: 16' x 75' size. Concrete is to be six bag mix, 10" thick, placed upon 95% compacted road base. Excavation of approximately 10" of existing soil, haul in and place road base and compact before pouring the concrete to keep the pad at the existing grade. Concrete Slab is to have an 18" x 18" #4 bar each way, tied together and overlapped at a minimum of 18" square. Bar is to be from edge to edge and shall be placed in the middle of the concrete. The pad shall be placed in one (1) continuous pour. Joints are to be 10' x 10' saw cut expansion joints and then filled with selfleveling non-expandable caulk. Contractor will be required to provide the city 48 hour notice before pouring. Questions of a technical nature regarding this project or the specifications should be directed to Craig Calvert at 801-208-3175. Wash Out Pad: 30' x 75' size. Concrete is to be six bag mix, 8" thick, placed upon 4" thick, 95% compacted, road base. Excavation of approximately 12" of existing soil, haul in and place road base and compact before pouring the concrete. The pad is to be level with, at most, a 1" lip so the pad's finished grade is equal to the surrounding existing grade. Concrete Slab is to have an 18" x 18" #4 bar each way, tied together and overlapped at a minimum of 18" square. Bar is to be from edge to edge and shall be placed in the middle of the concrete. The pad shall be placed in one (1) continuous pour. Control joints are to be 10' x 10' saw cut in joints filled with self-leveling non-expandable caulk. Contractor will be required to provide the city 48-hour notice before pouring. The City reserves the right to make an award based on overall low or based on individual pads, which ever is in the best interest of the City. The right is reserved to cancel this Request for Quotation or to accept or reject any or all quotes, and to waive any informality or technicality in any quote, in the interest of Riverton City. Contractor must be prepared, willing and accommodating to on-site inspection of all work, at any time, by a City representative, during job progress.

Division 03 -	Concrete, Concrete Forming and Accessories, Cast-in-Place Concrete.
Division 04 -	Masonry, Unit Masonry.
Division 06 -	Wood, Plastics, and Composites, Rough Carpentry, Finish Carpentry, Millwork.
Division 07 -	Thermal and Moisture Protection, Dampproofing and Waterproofing, Thermal Protection, Weather Barriers.
Division 08 -	Openings, Doors and Frames, Entrances, Windows.
Division 09 -	Finishes, Plaster and Gypsum Board, Acoustical Ceilings, Flooring, Carpeting, Acoustic Treatment, Painting.
Division 12 -	Furnishings.
Division 21 -	Fire Suppression, Water-Based Fire-Suppression Systems, Fire-Extinguishing Systems.
Division 22 -	Plumbing, Instrumentation and Control for Plumbing, Plumbing Piping, Plumbing Equipment, Plumbing Fixtures, Drinking Fountains and Water Coolers.
Division 23 -	Heating, Ventilating, and Air Conditioning (HVAC), Instrumentation and Control for HVAC, HVAC Air Distribution, Central HVAC Equipment.
Division 26 -	Electrical, Power Distribution Units, Lighting, Interior Lighting, Emergency Lighting, Exit Signs, Exterior Lighting.
Division 27 -	Communications, Structured Cabling, Data Communications, Voice Communications.
Division 28 -	Electronic Safety and Security.
Division 31 -	Earthwork, Clearing and Grubbing, Grading, Soil Treatment.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Parking Bumpers, Pavement Markings, Fences and Gates, Irrigation, Planting.
Division 33 -	Utilities.