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Site work and renovation of a civil project in Jacksonville, North Carolina. Completed plans call for the renovation of a water / sewer project; and for site work for a water / sewer project.
The project consists of: 1. Western Regional Pump Station a. Clearing, Grubbing, Erosion Control, and Site Surfacing. b. Installation of approximately 235 linear feet of access drive and site entrance apron c. Installation of approximately 475 linear feet of 3" HDPE waterline and approximately 160 linear feet of 1" HDPE waterline. d. Installation of approximately 375 linear feet of 36-inch ductile iron force main with 36-inch, 30-inch, and 24-inch ductile iron yard piping. e. Installation of approximately 510 linear feet of 1-1/2-inch HDPE communications conduit and two (2) communications handholes. f. Installation of approximately 100 linear feet of 42" PVC sanitary sewer, approximately 40 linear feet of 36" PVC sanitary sewer (or approximately 80 linear feet if Bid Alternate A is selected), and approximately 40 linear feet of 24" PVC sanitary sewer. g. Installation of one (1) 8-foot diameter doghouse sanitary sewer manhole, two (2) 10-foot diameter sanitary sewer manholes, and one (1) 8-foot diameter sanitary sewer grinder manhole (or two (2) if Bid Alternate A is selected) with open channel submersible grinder(s). h. Installation of one (1) 14-foot wide by 22-foot long by 38-foot deep cast-in-place concrete wet well (or two (2) if Bid Alternate A is selected), with two (2) 250 horsepower submersible sewage pumps, 24-inch ductile iron discharge piping and appurtenances. i. Installation of one (1) precast concrete valve vault with three (3) 24-inch swing check valves, one (1) 8-inch electronic surge anticipator valve, ductile iron piping, and appurtenances. j. Installation of one (1) precast concrete flow meter vault with one (1) 30-inch magnetic flowmeter, two (2) 30-inch plug valves and appurtenances, and one (1) 36-inch ductile iron bypass line with one (1) 36-inch plug valve. k. Installation of one (1) 30-foot by 20-foot precast concrete electrical building to contain all electrical equipment, appurtenances, and a water closet as described in these Specifications and on the Drawings. l. Installation of one (1) 60-foot long by 17-foot wide bridge crane (height as necessary) to remove pumps from wet well. m. Installation of one (1) hybrid odor control system and associated PVC ductwork. 2. Land Treatment Site a. Upgrades to the existing hydrogen peroxide dosing station 1) Installation of a new, three-pump dosing system with programmable logic controller, electrical rack, communications, stainless steel piping and appurtenances as described in these Specifications and on the Drawings. 2) Demolition of the existing dosing pumps, piping, and appurtenances as shown on the Drawings. b. Upgrades to the existing headworks 1) Temporary bypass of existing influent piping. 2) Installation of one (1) precast concrete flow meter vault with one (1) 30-inch magnetic flowmeter, two (2) 30-inch plug valves and appurtenances, and one (1) 36-inch ductile iron bypass line with one (1) 36-inch plug valve. 3) Removal and replacement of one (1) 30-inch magnetic flow meter in an existing vault. 4) Partial demolition of existing ductile iron yard piping and installation of new 36-inch ductile iron yard piping. 5) Installation of cast-in-place concrete influent splitter box with manual slide gates and piping to tie into existing headworks. c. Upgrades to LTS communications 1) Installation and integration of two (2) liquid level sensors in the north channel of the existing headworks. 2) Installation and integration of fiber optic network to monitor and record flow rates of both magnetic flow meters, control chemical dosage rate, and monitor dosing station at the administration building at the LTS as described in these Specifications, as shown on the Drawings, and as described in Appendix A. 3. Traffic control, surface restoration, and all associated appurtenances as described in the Specifications and shown on the Drawings. Bids will be received on Single Prime contract basis. Bids shall be on a lump sum and/or unit price basis. The Jacksonville City Council reserves the right to waive any informalities, to reject any or all Bids, and to accept that Bid or Bids which appear to be in the Owner's best interest. Bidders must be properly licensed under Chapter 87 of the North Carolina General Statutes. Question Deadline 10/24/2024 at 5:00 PM ET Questions must be submitted in writing to Zak Purvis of Kimley-Horn at Zak.Purvis@kimley-horn.com "The City of Jacksonville is an Equal Opportunity Employer and Service Provider and encourages participation by small-, minority-, and female-owned firms." The Bidder's attention is called to the Equal Employment Opportunity Clause as shown in the Contract Documents. The Bidder must insure that employees and applications for employment are not discriminated against because of race, religion, creed, sex, or national origin. Bidders must make positive efforts to use small or minority business enterprises. Doc Notes: Bidding Documents may be examined at the office of the Owner, Engineering Division of Public Services, City Hall, 815 New Bridge Street, Jacksonville, NC 28540. Neither the Owner nor the Engineer will be responsible for full or partial sets of Bidding Documents, including any addenda, obtained from other sources. Persons requesting shipment of documents shall bear the additional, non-refundable cost of shipment.
GC Bidding
Water / Sewer
$1,500,000.00
Public - City
Renovation, Site Work
We’ve obtained documents for this project and are currently processing them.
Trades Specified
Division 00 - Lorem Ipsum
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