Concrete Repairs, Franklin Fall Dam, Franklin, NH

Award Notice Posted

Solicitation number
W912WJ-10-B-0016
Agency
Awarded
to Knowles Industrial Services Corporation
Set-aside
No set-aside

Opportunity facts

Contract number
W912WJ-10-C-0028 Federal contract award
NAICS code
238110 Poured Concrete Foundation and Structure Contractors
PSC
Not on record
More information

Notice details come from SAM.gov. Updated .

Notice text

2 versions

Update #2 · Latest ·

The work of this project consists of repair of concrete surfaces using shotcrete and portland cement concrete at the Franklin Falls Dam in Franklin, New Hampshire. The Contractor shall determine the actual locations and limits of deteriorated concrete by visual inspection and by sounding with a hammer or steel rod a minimum of one foot beyond the limits of visually deteriorated areas. The Contractor shall sawcut and remove all areas of deteriorated and unsound concrete to a minimum depth of one inch. Concrete repairs using shotcrete are required in the following areas: the east spillway retaining wall of the spillway approach channel, the east and
west inlet channel retaining walls, and the east and west retaining walls
and the center walls of the outlet channel stilling basin. Concrete repairs using portland cement concrete are required on the crestof the spillway weir at the locations of the rock anchors. Upon completion of the concrete repairs, all vertical and horizontal joints shall be reestablished by sawcutting or tooling.

Update #1 ·

The U.S. Army Corps of Engineers is soliciting Small Business contractors to remove and repair deteriorated or unsound concrete on surfaces of Franklin Falls Dam located in Franklin, New Hampshire. The project consists of repairs to the concrete of the east spillway retaining wall of the spillway approach channel, the east and west inlet channel retaining walls, the east and west outlet channel retaining walls and the center walls of the outlet channel stilling basin.
The contractor shall determine actual repair locations and limits of deteriorated concrete by visual inspection and by tapping with a hammer or steel rod and listening for hollow sounds. The contractor shall then saw cut and remove all areas of unsound concrete a minimum of 1 inch deep and repair via shotcrete application. Upon shotcrete application completion, all vertical and horizontal joints shall be re-established by saw cutting or tooling, or via a similarly approved method. Additionally, deteriorated and unsound concrete patches on the crest of the spillway weir (at location of rock anchors) shall be repaired using portland cement concrete.
The solicitation will be available on or about 13 August 2010 and will be available for downloading by accessing the Federal Business Opportunities website (http:/www.fbo.gov). In order to view this solicitation, prospective contractors are required to self register their firm with Federal Business Opportunities (go to http:/www.fbo.gov and register under Vendor/Citizen). Amendments, if any, to this solicitation will be made available at the http:/www.fbo.gov website. Neither telephonic, mailed nor faxed requests will be accepted. Registrants are responsible for the accuracy of the information on the FedBizOps Registration List.
This procurement is set aside for Small Business firms. The estimated cost of the contract is estimated between $250,000 to $500,000.00. The applicable NAICS code is 238110 with a Small Business Size Standard of $14,000,000. Any responsible source meeting this standard may submit a bid to be considered by the New England District.

Files

File Type Posted
BIdAbstractForPostingOnInternet.pdf PDF

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