Demolition, site work and renovation of a civil project in Chattanooga, Tennessee. Completed plans call for the demolition of a water / sewer project; for the renovation of a water / sewer project; and for site work for a water / sewer project.

Part 1-TIFTONIA #3 PUMP STATION IMPROVEMENTS consists of the follow-ing major work elements: Demolition of ex-sting prefabricated pump station, control panel, control panel canopy, and associ ated appurtenances; replacement/expan-sion of existing fence and gates; furnishing and erecting new Redi-Rock retaining walls; replacement/expansion of existing graveled surfaces; installation of new cast-n-place concrete wetwell and valve vault (including access hatches and fall protec-tion safety grating) adjacent to existing oump station; furnishing and installing three (3) new submersible sewage pumps, ductile iron piping and fittings, and appur-tenances in new wetwell; furnishing and Installing new ductile iron piping and fit-tings, valves, and appurtenances in new valve vault, furnishing and installing a new 5-foot by 6-foot flow meter vault; furnishing and installing new 18-inch-diameter force main piping (60+/- L.F.), new 14-inch-di-ameter force main piping (20+/- L.F.), fit-tings, valves, and appurtenances from new valve vault to tie-in point into existing force main; placement of a new cast-in-place re-Inforced concrete vehicle approach pad adjacent to the new pump station wetwell/valve vault; furnishing and in-stalling new control panel, control panel canopy, VFDs panel, automatic transfer switch enclosure, telemetry panel, and ap-purtenances; furnishing and installing new 30-inch-diameter ductile iron gravity sewer ine (76+/- L.F.) between existing 18-inch-diameter ductile iron gravity sewer line to the existing wetwell and the new wetwell including two new 5-foot-diameter man-holes); furnishing and installing a new diesel-operated backup generator, concrete mounting pad, and appurte nances; furnishing and installing a new 3/4-inch-diameter water service line 145+/- L.F.) from the existing water main to a new backflow preventer housed in a not box; furnishing and installing a new water meter for the new water service line: placement of a new cast-in-place concrete wash down pad, backfilling, grading, and graveling a new site access drive (40+/-L.F.); furnishing and installing a new tem-porary bypass pump connection assem-oly; temporary bypass pumping; and miscellaneous electrical work. Part 2-WINTERVIEW PUMP STATION MPROVEMENTS consists of the follow-ng major work elements: Removal of the existing submersible grinder sewage oump from the existing 4-foot- diameter wetwell; removal of the steel frame and Fiberglass hinged hood over the existing wetwell; removal of the ductile iron pipes and fittings, hose and appurtenances from the existing wetwell; dismantling of the ex-sting pump controls/rack and relocation of Telemetry panel; removal of select trees adjacent to new pump station site; furnish-ng and erecting new Redi-Rock retaining wall around the perimeter of the new pump station site; furnishing and installing a new 6-foot-diameter precast concrete wetwell (including access hatches and fall protec-tion safety grating) adjacent to existing pump station; furnishing and installing two (2) new submersible grinder sewage pumps, guide rails, ductile iron piping and fittings, and associated appurtenances in the new wetwell; furnishing and installing a new precast concrete valve vault (includ-ing ductile iron piping fittings, valves, and associated appurtenances); furnishing and Installing new 4-inch-diameter ductile iron Force main piping, fittings, and associated appurtenances from the new valve vault to the tie-in point to the existing 4-inch-diam-eter force main; furnishing and installing new control panel, control panel canopy, and appurtenances; furnishing and in-stalling a new 12-inch-diameter ductile iron gravity sewer line between existing and new wetwells; placement/grading/com-pacting of fill material within new pump station site; furnishing and installing new ence and access gate around the perime-er of the new pump station site; placement of the new pavement at the new pump sta-tion site; replacement of the existing air re-ease valve assembly near the intersection of Winterview Lane and Scenic Highway replacement of the existing combination air/vacuum valve assembly along Battle-Field Walk and Bike Trail; and miscella-neous electrical work. 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. The allotted time for substantial completionis 480 calendar days for Part 1 and 300calendar days for Part 2 after the datewhen the Contract Time commences torun. The allotted time for the total projectcompletion is 510 calendar days after thedate when the Contract Time commences to run. No bid may be withdrawn within 120 calendar days after the scheduled time for receipt of bids. The successful Bidder for this Contract willbe required to furnish a satisfactory Performance Bond and Payment Bond eachin the amount of 100 percent of the Bid. No bid may be withdrawn within 120 calendar days after the scheduled time for receipt of bids.