Wisconsin Bids > Bid Detail

Lock & Dam Concrete Coring & Testing

Agency: DEPT OF DEFENSE
Level of Government: Federal
Category:
  • 66 - Instruments and Laboratory Equipment
Opps ID: NBD00159690782968732
Posted Date: Dec 7, 2022
Due Date: Dec 8, 2022
Solicitation No: W912ES23Q0013
Source: https://sam.gov/opp/fd19c6a958...
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Lock & Dam Concrete Coring & Testing
Active
Contract Opportunity
Notice ID
W912ES23Q0013
Related Notice
Department/Ind. Agency
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Major Command
USACE
Sub Command
MVD
Office
W07V ENDIST ST PAUL
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General Information
  • Contract Opportunity Type: Combined Synopsis/Solicitation (Original)
  • All Dates/Times are: (UTC-06:00) CENTRAL STANDARD TIME, CHICAGO, USA
  • Original Published Date: Dec 07, 2022 11:12 am CST
  • Original Date Offers Due: Dec 08, 2022 11:00 am CST
  • Inactive Policy: 15 days after date offers due
  • Original Inactive Date: Dec 23, 2022
  • Initiative:
    • None
Classification
  • Original Set Aside:
  • Product Service Code: 6635 - PHYSICAL PROPERTIES TESTING AND INSPECTION
  • NAICS Code:
    • 541380 - Testing Laboratories and Services
  • Place of Performance:
    Alma , WI 54610
    USA
Description

The U.S. Army Corps of Engineers - St. Paul District requires a contractor to perform two different types of concrete core sampling and testing at three lock & dam sites on the Upper Mississippi River.



At Lock & Dam 3 (Welch, MN) and Lock & Dam 4 (Alma, WI) the contractor will vertically drill a total of eight (8), 4-inch diameter core cylinders, between 5 and 10 ft in depth, from the lock chamber walls at each location. All samples will be tested for compressive strength. A full petrographic analysis will be conducted on two samples from each location. A full report will be made within 30 days of the field work.



At Lock & Dam 4 (Alma, WI) and Lock & Dam 6 (Trempealeau, WI) the contractor will investigate and evaluate the tensile strength between a prepared concrete surface and newly placed repaired concrete. A total of twelve samples will be taken - two sets of four (4) core samples from LD4, and one set of four (4) core samples from LD6. Ground Penetrating Radar (GPR) will be used to determine the location of installed reinforcement and/or steel mechanical anchors.



The tensile strength of the concrete will be dtermined and reported.



The Concrete Materials Engineer will be on site Monday, 12 December 2022.



This solicitation is UNRESTRICTED. Firms of any size may submit offers.


Attachments/Links
Contact Information
Contracting Office Address
  • KO CONTRACTING DIVISION 332 MINNESOTA STREET SUITE 1500
  • SAINT PAUL , MN 55101-1323
  • USA
Primary Point of Contact
Secondary Point of Contact


History
  • Dec 07, 2022 11:12 am CSTCombined Synopsis/Solicitation (Original)

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