The Project consists of two independently designed projects (Part 1 and Part 2)being contracted as a single project. Part 1 - Big Ridge #5 Pump Station Improvements consists of the following major work elements: Removal of the following: two existing submersible sewage pumps, ductile iron pipes and fittings from the existing 8-foot-diameter wet well; replacement of existing 8-foot-diameter precast concrete wet well top slab and access hatch; installation of three (3) new 8-inchdiameter drop piping in existing wet well; demolition of existing valve vault, piping, and valves; dismantling of existing control panel, awning, and appurtenances; replacement of existing flow meter; replacement/expansion of existing wooden fence and gates; replacement/expansion of existing 15-inch-diameter RCP drain pipe; installation of two (2) new precast concrete headwalls; replacement/expansion of existing asphalt surfaces; installation of new12-foot-diameter cast-in-place/precast concrete wet well and valve vault (including access hatches and fall protection safety grating) adjacent to existing pump station; furnishing and installing three (3) new submersible sewage pumps, ductile iron piping and fittings, and appurtenances in new wet well; furnishing and installing new ductile iron piping and fittings, valves, and appurtenances in new valve vault; furnishing and installing new 10-inch-diameter piping(50+/- L.F.) and fittings, valves, and appurtenances from new valve vault to tie-in point into existing force main; furnishing and installing new control panel, control panel canopy, and appurtenances; furnishing and installing new 12-inch-diameter ductile iron gravity sewer line between existing and new wet wells (including new 12-inch- diameter plug valve and electric actuator);furnishing and installing an inline grinder and associated appurtenances in the existing wet well at the inlet of the new 12-inch-diameter ductile iron gravity sewer line to be installed between the existing and new wet wells; furnishing and installing diesel-operated backup generator, concrete mounting pad, and appurtenances; removal of select trees adjacent to new pump station site; temporary by pass pumping; and miscellaneous electrical work Part 2 - ISS Capacity Improvements Creekside Preserve Grinder Pump Station includes providing construction supervision, labor, materials, tools, test equipment, and other activities necessary for the Creekside Preserve Grinder Pump Station as part of the ISS Capacity Improvements consent decree. The proposed collection sewer alignment will include the construction of approximately 60 LF of 8-inch PVC into the pump station and new valves on the existing sanitary sewer down stream. The grinder pump station will be constructed at the intersection of Creekside Preserve and Hamill Road, consisting of a wet well structure, pumps and controls, electrical, site work, and odor control system, and a 2-inch PVC force main pipe tying into the trunk sewer along Hamill Road. Each Bid must be accompanied by a Bid Bond, prepared on the form of Bid Bond attached to the Contract Documents or a Surety Company's Standard Bid Bond, duly executed by the Bidder as principal and having as surety thereon a surety company licensed to do business in the State of Tennessee and listed as a certified company in the latest issue of U.S. Treasury Circular 570, in the amount of five percent of the Bid All bidders must be licensed and shall comply with all requirements of the State of Tennessee Contractor's Licensing Act. The successful Bidder for this Contract will be required to furnish a satisfactory Performance Bond and Payment Bond each in the amount of 100 percent of the Bid. The Owner reserves the right to reject any or all Bids, to waive informalities and to readvertise.