A02.01_Pre-Solicitation_Notice_0521-41.pdf

W91238-19-B-0012 Pre-Solicitation Notice PL 84-99 Feather River Site 0521-41 Levee Repairs, Sutter County, California

The government anticipates issuing an Invitation for Bid (IFB) with the intent of awarding a Firm, Fixed Price construction contract for the Feather River Site 0521-41 project.

In accordance with DFARS 236.204(i), the estimated value of the resulting contract is expected to be between $10,000,000 and $25,000,000.

NAICS Code: 237990– Other Heavy and Civil Engineering Construction Classification Code: Y– Construction of Structures and Facilities

The IFB is estimated to be issued in late July 2019 with bids due tentatively the end of August 2019. The IFB will be issued on the Government Point of Entry known as FedBizOpps (www.fbo.gov) and will establish a firm bid due date/time.

The site visit/pre-proposal conference date, time and location will be identified in the solicitation.

PLEASE BE ADVISED THAT THIS PROJECT MAY BE DELAYED, CANCELLED OR

REVISED AT ANY TIME DURING THE PRE-SOLICITATION, SOLICITATION,

SELECTION, EVALUATION, NEGOTIATION AND/OR FINAL AWARD PROCESS.

The Interested Bidder’s List is available via FedBizOpps. When viewing the Synopsis/Pre-solicitation Notice, you will click on the 'ADD ME TO INTERESTED VENDORS' to enter your information. This function does not, however, allow you to identify yourself as a Prime or Sub. It is recommended that you identify your category in parentheses at either the beginning or end of your company name. For example: XYZ Construction (Prime/Sub). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

CHECK FEDBIZOPPS FREQUENTLY FOR ANY CHANGES TO THIS NOTICE.

PROJECT DESCRIPTION

The site is located on the right bank of the Feather River, between Laurel Avenue on the north and Highway 99 to the south. The recommended fix is expected to be a seepage berm of varying widths for approximately 8,700 feet due to seepage and boils along the toe of the levee.

The Contractor shall provide all labor, supervision, plant, equipment, and materials necessary to repair the damaged levees as described above. The repairs in all cases require earthwork and dust control, and may require clearing, stripping and grubbing;

geotextile installation; soil and rock hauling and placement; top soil; and hydroseeding.

The Contractor shall comply with all Federal, State, and Local requirements.

The contractor would be required to provide several submittals which include, but not limited to, project material specifications, preconstruction submittals, pre and post construction surveys, a pre and post access road survey, project schedules, an accident prevention plan, emergency action plan, activity hazard analysis, worker’s certifications, air and water quality control plans, borrow soil suitability report, SWPPP, flood and rainfall contingency plan, and record drawings. All submittals will be reviewed and approved by USACE prior to the start of work.

Contractor Quality Control Requirements. The Contractor shall provide and maintain an effective quality control program. The Contractor's Quality Control Program through inspection and reporting shall demonstrate and document the extent of compliance of all work with the standards and quality established by the contract document. The Contractor's Quality Control program shall include daily inspections and provide for a daily report of CQC activities. Daily checks shall be performed to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work.

Superintendent: The Contractor shall provide a Superintendent who is separate from the quality control manager whenever the work specified herein is being performed. The Superintendent shall conduct overall management coordination and be the central point of contact with the Government for performance of all work under this contract. The Superintendent will be required to attend pre-work conference(s) prior to commencing work under this contract.

The Contractor shall be required to prevent sediment from leaving the work area. The Contractor shall submit an Erosion and Sediment Control Plan to USACE for review and approval in accordance with the latest state requirements.