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Published November 20, 2025 at 7:00 PM
Updated December 4, 2025
Site work for a civil project in Knoxville, Tennessee. Completed plans call for site work for a water / sewer project.
Reference Number 0000403172 Description of Work: Contractor to provide material, labor and equipment for the full and successful completion of the requirements outlined within the included construction plans. All installations to meet all required standards & specifications and in accordance with the included construction plans. The Work shall be completed in strict accordance with the Contract Documents. Contractor will provide all labor, materials, equipment, and incidentals as required to restore the Site to a condition equal to or better than the Site condition which existed prior to initiation of the Work activities. Prepare and pour Hypochlorite storage pad a. Approximately 14'6" x 27'2" b. c. d. e. f. g. h. i. j. Continuous 18" containment wall around full perimeter of pad Qty=2 - 18" thick equipment pads 2'x2' sump Direct bury Qty 14 conduits to proposed LCPs located in the Chlorine Building. Coordinate Sodium Hypochlorite Storage Area conduit penetration locations with KUB and terminate the conduit runs at the Chlorine building 3 feet above existing grade. 14 conduits to include: 1) 6 (1") Control Conduits 2) 2 (3/4") Control Conduits 3) 6 (1') Power Conduits Per shop drawing and Owner approval Contractor will not be responsible for installing electrical material through conduits Footers prepared for future canopy Grounding rods & loop Chemical coating Purchase, set, & anchor qty=2 - 625 gallon high density polyethylene tanks sodium hypochlorite storage tanks a. To include manway entrance & safety ladder Trench & install all underground pipes, including but not limited to: a. Two (2) 3" PVC (sch80) sodium hypochlorite fill lines 1) Installation will be from fill station location through containment wall b. One (1) 2" PVC (sch80) sodium hypochlorite line from new storage tanks to exterior wall of the building with 3' stub above grade c. d. e. f. g. 4. One (1) 2" tepid water through containment wall (eyewash) Two (2) 2" PVC (sch80) drain lines from fill stations to existing 8" drain line One (1) 6" PVC (sch80) sodium bisulfate line from existing vault One (1) 32"x32" new SBS routing vault (pull box) One (1) 6" PVC (sch80) SBS line from new vault All Hypo & SBS lines to have flex hose pulled through trench pipes from existing building to CCT 5. 6. 7. Block interior doorway in existing building to match existing CMU walls, approx. 42"x84". Pour interior concrete containment wall in Sodium Bisulfate room a. Approximately 5'6"x7'8" b. c. d. Walls 18" high x 3" thick Qty=2 - 18" high x 37" wide equipment pads Chemical coating Source & purchase qty=2 - 140 gal high density polyethylene SBS tanks D. Alternates: 1. Only those alternates that were selected by the Owner, as evidenced in the Agreement, are made a part of this Contract. Question Deadline 11/21/2025 at 4:00 PM ET Questions are submitted online Yes This work is to be bid only by KUB pre-qualified contractors in the following areas: 2.5 Wastewater Plant Construction, Unlimited. Bids will not be accepted from contractors who are not pre-qualified in the referenced categories prior to the bid opening. Bid Intent Optional Bid Intent Deadline 12/01/2025 05:00 PM EST Bonding Requirements - Bid Bond 5 % - Performance Bond 100 % - Payment Bond 100 % Notice to Proceed on or around December 19, 2025 Required substantial completion June 30, 2026
Post-Bid
Water / Sewer
$300,000.00
Public - City
Site Work
Trades Specified
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