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Project Information

Lake Oswego Lake Down Contract Set

REQUEST FOR PREQUALIFICATION APPLICATIONS
FOR LAKE OSWEGO INTERCEPTOR SEWER – LAKE DOWN CONTRACT

The City of Lake Oswego, Oregon requests prequalification applications from interested contractors to construct the Lake Down Contract, one phase in the multi-phase project to upgrade the existing Lake Oswego Interceptor Sewer. This application is for the Lake Down Contract, for which prequalified contractors will be invited on December 16, 2009 to submit bids by February 17, 2010.  Approximate cost of the Lake Down Contract is $20 million to $30 million.  Work is expected to begin in March 2010 with the drawdown of Oswego Lake to begin in September 2010. Lake refill begins in January 2011 with completion of construction in April 2011. Prequalification will be required of all general contractors and specialty marine and bypass pumping contractors wishing to perform work on the Lake Down Contract.

Sealed Prequalification Applications must be received by 2:00 P.M. PST, November 4, 2009 by Joel B. Komarek, P.E., Project Director, City of Lake Oswego, P.O. Box 369, Lake Oswego, Oregon, 97034.  Copies of Applications for Bidder Prequalification are available for $50.00 on September 30, 2009, at 9 a.m. PST by contacting Willamette Print and Blueprint, Inc. at: www.wpbinc.com\content\digital_planroom or by phone at (503) 223-5011.

The new interceptor will be a gravity system, constructed of fused high-density polyethylene (HDPE) pipe.  It will be held in place by pile supports near the shoreline and by a buoyant tethered system using ground anchors and stainless steel wire rope in the deeper portions of the main lake. More information can be found on the project website at www.lakeinterceptor.com.
The Lake Down Contract involves the installation of pile supported and buried pipe to connect pipe previously installed during the first phase of Work (Lake Full Contract) to the City’s existing sewer system.  The Work consists of, but is not limited to, all labor, materials and equipment needed for installing pile caps, installing concrete manholes, installation of previously fused large-diameter HDPE pipe that has been sunk to the bottom of the lake to be supported by piles or buried, installing a cathodic protection system for the steel components of the pipeline, and bypass pumping existing interceptor flows.  Work will be conducted in drawn-down lake conditions with the lake surface at several different water elevations that range from a 22-foot drawn down to lake full (MSL 76.6 feet to 98.6 feet):

Lake Down Project work includes: 

  • Pile Caps:  Approximately 224 steel pipe caps to be fabricated and installed on piles installed during the Lake Full Contract.
  • Concrete Manholes:  23 concrete manholes and concrete structures to be constructed and installed.  11 in-lake manholes will be supported on grade and with ground anchors, 4 manholes and concrete structures will be supported by piles, and 8 manholes and concrete strucutures will be constructed on-shore.
  • HDPE Sewer Pipe Installation:  Approximately 7,322 feet total, including 5,178 feet of pile supported pipe and 2,143 feet of buried pipe.  Sewer pipe sizes range from 42-inches to 8-inches in diameter.  Pipe 22 inches and larger will be fused and sunk to the bottom of the lake by the Lake Full Contractor prior to the Work.
  • Earthwork for HDPE Sewer Pipe Installation:  Approximately 5,000 cubic yards of neatline excavation, 650 cubic yards of neatline over-excavation, 1,000 cubic yards of neatline select fill for bedding and backfill, and 4,400 cubic yards of material to be hauled out of the lake.
  • Temporary Sanitary Bypass Pumping:  Approximately 24 indivual temporary pump stations with flows ranging from over 6,000 gpm at several locations for the existing interceptor bypasses to under 5 gpm for many lateral lines.  Fused HDPE will predominately be utilized for bypass pumping piping, lengths may range from 100 ft to 4,400 ft long.  The duration of each bypass pump station will vary depending on the work conducted, ranging from 2 weeks to  6 months.
  • Cathodic Protection System:   Cathodic protection for approximately 337 piles and pile caps including power drops, cable, and rectifiers.
  • TV Inspection:  TV inspection of the interior of new in-water HDPE piping to assure design grade is achieved within tolerances.
Plan Holders List Owner City of Lake Oswego Project: Lake Oswego Interceptor Sewer Lake Down Bid Set Advanced American Construction Harper, Jeff 8444 NW St. Helens Road Portland OR 97231 503-445-9000 jharper@callaac.com (PH): AKS Engineering Rettig, Rob 13910 SW Galbreath Drive Sherwood OR 97140 503-925-8799 robr@aks-eng.com (PH): B&F Contracting, Inc. Foley, Dan 11011 N. 23rd Avenue Phoenix AZ 85029 623-582-1170 dfoley@bfcontracting.com (PH): Brown & Caldwell Lee, Rob 6500 SW Macadam Ave Portland OR 97239 503-244-7005 roblee@brwncald.com (PH): Brown and Caldwell Prett, Mike 6500 SW Macadam OR OR 97239 503-977-6649 mprett@brwncald.com (PH): Brown and Caldwell Wilson, Rana 6500 SW Macadam Ste 200 Portland OR 97239 503.820.5633 rwilson@brwncald.com (PH): Central Oregon Builders Exchange Moore, Joy 1902 NE 4th St. Bend OR 97701 541-389-0123 admin@plansonfile.com (PH): Contractor Plan Center Kidwell, Brie 14625 SE 82nd Dr Clackamas OR 97015 503-650-0148 brie@contractorplancenter.com (PH): Corrbro Galisky, Randy 13011 Florence Ave Santa Fe Springs Ca 90670 562.254.6205 smitra@corrpro.com (PH): Daily Journal of Commerce Oden, Betty 921 SW Washington Suite 210 Portland OR 97205 (503) 274-0624 plancenter@djcoregon.com (PH): Don Kelly Construction, Inc Hasler, Chad 2150 Analysis Dr. Bozeman MT 59718 406-585-5606 chad@donkellyconstruction.com (PH): Global Diving & Salvage, Inc. Immel, Frank 3840 W. Marginal Way SW Seattle WA 98106 206-623-0621 fimmel@gdiving.com (PH): Godwin Pumps Ellison, Matt 2754 Pacific Hwy Hubbard OR 97032 503-981-0341 matt.ellison@godwinpumps.com (PH): Hooper, Ivan Hooper, Ivan 1363 Down River Drive Woodland WA 98674 360-225-7996 ivan@stellarj.com (PH): Imco General Construction Blair, Katherine 4509 Meridian St Bellingham WA 98226 360.671.3936 kblair@imcoconstruction.com (PH): James W Fowler Co Schmidt, Stephen 12775 Westview Drive Dallas OR 97338 503-623-5373 stephens@jwfowler.com (PH): Jensen Drilling Company Assistant, Administrative 1775 Henderson Avenue Eugene OR 97403 541-726-7435 adminasst@jensendrilling.com (PH): KERR CONTRACTORS Jenkins, Jammie 395 NE Shenandoah Ln Woodburn Or 97071 971.216.0500 jjenkins@kerrcontractors.com (PH):
McGraw-Hill Construction Andreassen, Karen 3461 NW Yeon Ave Portland OR 97210 503-223-3012 karen_andreassen@mcgraw-hill.com (PH): Michels Corporation Phelps, David 1715 16th Street SE Salem OR 97302 503-364-1199 dphelps@michels.us (PH): Northwest Underwater Construction LLC Thompson, Jennifer 800 NE Tenney Rd Vancouver WA 98685 3606955163 officeadmin@nwuwconst.com (PH): NW Cascade ., Leslie 10412 John Bananola Way Puyallup WA 98374 253-848-2371 leslie@nwcascade.com (PH): Pacific Pile & Marine, LP Hansel, Carrie 582 S Riverside Dr Seattle WA 98108 2063313873 carrieh@pacificpile.com (PH): Reed Construction Data Geraghty, Connie 2000 Clearwater Dr Oak Brook IL 60523 630/288-7988 connie.geraghty@reedbusiness.com (PH): Salem Contractor Exchange Evans, Janai 2256 Judson St SE Salem OR 97302 503.362.7975 janai@sceonline.org (PH): SW Washington Contractors Assoc. Cartwright, Lisa 7017 NE HWY 99, #214 Vancouver WA 98665 360.694.7922 lisa@swca.com (PH): TBH & Associates, LLC Larson, Rodney 5211 NE 88th St Vancouver WA 98665 360-546-1600 rlarson@tbhdrill.com (PH): Tri-Cities Construction Council Merriman, Shannon 20 E. Kennewick Ave. Kennewick WA 99336 509-582-7424 shannonam@owt.com (PH): Tri-State Construction, Inc. Clements, Paul P.O. Box 3686 Bellevue WA 98009-3686 4254552570 paulc@tristatecon.com (PH): Tri-State Construction, Inc. Nelson, Scott PO Box 20476 Portland OR 97294 503-253-2980 tsi@tristatecon.com (PH):