Green Mill Run & Tar River Outfall Sewer Rehabilitation Phase IV

by October 7, 2020



Sealed bids for the construction of the Greenville Utilities Commission Outfall Sewer Rehabilitation Phase IV will be received by the Owner, Greenville Utilities Commission, in the Water Resources Conference Room, located at 3355 NC 43, Greenville, North Carolina, 27834 until 3:00 pm local time Thursday, December 3, 2020.  Immediately thereafter the bids will be opened publicly and read aloud.  Bids shall be addressed to Greenville Utilities Commission, 3355 NC 43, Greenville, North Carolina, 27834, and shall be labeled “Bid for Greenville Utilities Commission Green Mill Run & Tar River Outfalls Sewer Rehabilitation Phase IV.” All bids must be made on blank forms provided and included in the electronic document. The name, address, and license number of the bidder must be plainly marked thereon. Oral, telephone, facsimile, email or telegraph bids are invalid and will not receive consideration.

Contractors are notified that North Carolina G.S. 87 relating to licensing of contractors will be observed in receiving bids and awarding contracts.

A pre-bid conference will be held at 10:00 am on Thursday, October 29, 2020.  The meeting will commence in the parking lot of Greenville Utilities Commission’s office, located at 3355 NC 43, Greenville, North Carolina, 27834.  Following a brief project overview, a site visit will follow.  Representatives of Owner and Engineer will be present to discuss the Project.  Engineer will transmit to all prospective Bidders of record such Addenda as Engineer considers necessary in response to questions arising at the conference.  Oral statements may not be relied upon and will not be binding or legally effective.

The work includes the Cured-in-Place (CIPP) pipe rehabilitation of 660 lf of 21-inch, 6,885 lf of 24-inch, and 795 lf of 27-inch sewer outfall along portions of the Green Mill Run and Tar River Sewer Outfalls; rehabilitation of the corresponding 37 manholes using the Epoxy lining method; contingency CIPP rehabilitation of 905 lf of 24-inch; contingency rehabilitation of up to four manholes using the Epoxy lining method; up to six total contingency point repairs in each of the 21-, 24-, and 27 diameter ranges; contingency joint testing and grouting; contingency construction matting; and all tasks necessary to deliver the finished product for service and shall, at minimum, include site access, CSX coordination, pre-and post-cleaning and television inspection, by-pass pumping/flow control, required testing, and restoration of all areas disturbed by the contractor.

An electronic copy of the project manual, appendices and drawings may be requested from the Engineer, Tracy Fee, at

Bidders on this work must comply with all applicable governmental and local agency requirements.

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