Lewis & Clark Regional Water System: Tea Reservoirs Phase 1
BAI Number: 20000.16.01
Bid Schedule: Lump Sum Bid Schedule
Probable Construction Cost: $8,000,000.00 to $9,000,000.00
Deposit for Plans & Specs:
(Includes sales tax) 		$53.00 (Half-size) - Non-refundable
$21.20 (Electronic) - Non-refundable
 
Pre-Bid Meeting Date: 08/06/2009
Pre-Bid Meeting Time: 02:00 PM
Pre-Bid Meeting Location: Lewis & Clark Regional Water System Office, 401 E 8th Street, Suite 306, Sioux Falls, SD, 57103
 
Project Bid Date: 08/20/2009
Project Bid Time: 02:00 PM
Project Bid Location: Lewis & Clark Regional Water System Office, 401 E 8th Street, Suite 306, Sioux Falls, SD, 57103
Project Deadlines: 08/26/2011 for substantial completion
11/04/2011 for final completion
 
Addendum Dates: 08/13/2009 Faxed - Click here to download
 
Additional Files: Tea Reservoir Geotek Report (07/16/2009)
Geotek Update Letter (07/16/2009)
Phase 1 Environmental Site Assessment (07/16/2009)

Scope of Work:
  • BASE BID:
  • One 7.5 million gallon prestressed concrete (AWWA D110, Type III) ground storage reservoir (GSR 1) with a height to overflow of 48 feet.
  • Treated Water piping including approximately 1,350 linear feet of lined 54- and 36-inch pressure piping including cathodic protection.
  • Site concrete structures including 3 vault structures, concrete headwalls and energy dissipating structures.
  • Off-site work including cut-in and installation of 36-inch gate valve and vault, and field welding of gasketed joint lined 36-inch steel pipe west of Sioux Falls along 467th Avenue north of Highway 42.
  • Off-site grading work for drainage channel adjacent to and due south of the Tea site location.
  • ADD ALTERNATE:
  • A second 7.5 million gallon prestressed concrete (AWWA D110, Type III) ground storage reservoir (GSR 2) with a height to overflow of 48 feet.
  • Treated Water piping including approximately 650 linear feet of lined 54-inch pressure piping including cathodic protection.
  • Site concrete structures including 1 vault structure, concrete headwalls and energy dissipating structure.
  • WORK INCLUDED IN BASE BID AND ADD ALTERNATE:
  • Excavation of existing subgrade and replacement with engineered fill for the reservoir floor and foundation.
  • Interior overflow piping and all necessary fittings.
  • Site work including all excavation and finish grading for construction of the vaults, storm water detention facility, access entrances and gravel roadways, storm water piping, fences and gates, and site topsoiling, seeding and restoration.
  • Reservoir water tightness testing and disinfection.
  • Pipeline hydrostatic pressure testing and disinfection.
  • Clean up, startup services, and all other miscellaneous work required but not herein mentioned but inferred from the construction Contract Documents.
Bid Documents:
Bid shall include all the sheets in "yellow" in the Specifications, including the following:
  • (FOLLOW INSTRUCTIONS TO BIDDERS)
  • BID SHALL INCLUDE (BUT MAY NOT BE LIMITED TO) THE FOLLOWING:
  • Representations, Certifications and Other Statements of Offerors (Form DI-2010)
  • Certificate of Nondiscrimination – Sheet CON-1
  • Elimination of Segregated Facilities – Sheet EOSF-1
  • List of Subcontractors, Suppliers, etc. (to be submitted within 48 hours after Bid Opening)
  • Bidders Statement of Qualifications
  • Bid Form
  • Bid Security – Either 10% Bid Bond or a certified check, cashiers check or bank draft in the amount of 5% of the total sum of the Bid
Contact Persons:
  • Primary Contact & Piping – David LaFrance, Banner Associates, Inc., (605) 343-0700
  • Grading & Drainage – Ross Hanson, Banner Associates, Inc., (605) 692-6342
  • Structural – Holly Mescher, Banner Associates, Inc., (605) 977-6342
  • Architectural – Elizabeth Tellekson, Banner Associates, Inc., (605) 977-6342
  • Secondary Contact – Tim Conner, Banner Associates, Inc., (605) 692-6342