W912ES24Q0022 QA Services - Offeror Submission Form.docx

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Lock and Dam 5 Routine Gate Maintenance - Quality Assurance Services
Solicitation number
W912ES24Q0022
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About this file

This document contains an offeror submission form and details of a federal contract opportunity for quality assurance inspection services. The U.S. Army Corps of Engineers, St. Paul District is seeking a contractor to provide quality assurance services for the Lock and Dam No. 5 Routine Gate Maintenance project located in Minnesota City, MN. Required services include quality assurance inspection and verification of the construction contractor's inspections and steel repair plan, quality assurance testing and inspection of steel repairs, and quality assurance inspections of the construction contractor's painting means and methods. The resulting contract will be a firm fixed-price IDIQ with a base year and four option years. The solicitation is set aside for small businesses and will use comparative evaluations in accordance with FAR 13.106-2. Offerors must be registered in SAM to conduct business with the Department of Defense.

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Offeror Submission Form Name of Offeror

Instructions: The following form is designed to standardize information received during the submission process to evaluate Qualifications of Key Personnel and Recent Relevant Experience. It is the Offeror’s responsibility to fill out this form completely to support the certifications and project experience submitted. Each item listed in the table (matching the basis for award section in the solicitation) must be addressed otherwise the solicitation requirements are not met and a firm may be determined not qualified in the evaluation process.

Qualifications of Key Personnel Note: This table must be completed for ONLY the Principal assigned to each of the roles listed in “a. and b.” below.

a. Structural Engineer

First Name and Last Name

Current Employer *If not in-house personnel, a fully executed Letter of Commitment must be included (in the box to the right, state whether this requirement is needed and has been met; provide the PDF page number where a copy of the letter can be referenced)

Provide a copy of the U.S. State or Territory of Professional Engineer license.

Narrative describing at least five (5) years of post-registration experience in design or quality assurance for fabrication or repair of steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines.

b. Coating & Paint Inspector (Principal)

First Name and Last Name

Current Employer *If not in-house personnel, a fully executed Letter of Commitment must be included (in the box to the right, state whether this requirement is needed and has been met; provide the PDF page number where a copy of the letter can be referenced)

Narrative describing at minimum of two (2) years of experience in inspection and testing of coating systems while certified in the following:

1.) Coating Inspector Program (CIP) - Level 2

AND/OR*

2.) Supervisor/Competent Person Training for Deleading and Hazardous Coatings Removal (C3) *The Offeror can meet the certification requirement with two individuals; if the Offeror elects to do so, information on both individuals must be submitted and meet the requirements in this paragraph.

Provide a copy of the certifications.

b. Coating & Paint Inspector (Principal) *Used only if two individuals submitted to meet certification requirement

First Name and Last Name

Current Employer *If not in-house personnel, a fully executed Letter of Commitment must be included (in the box to the right, state whether this requirement is needed and has been met; provide the PDF page number where a copy of the letter can be referenced)

Narrative describing at minimum of two (2) years of experience in inspection and testing of coating systems while certified in the following:

3.) Coating Inspector Program (CIP) - Level 2

AND/OR*

4.) Supervisor/Competent Person Training for Deleading and Hazardous Coatings Removal (C3) *The Offeror can meet the certification requirement with two individuals; if the Offeror elects to do so, information on both individuals must be submitted and meet the requirements in this paragraph.

Provide a copy of the certifications.

Recent Relevant Experience:

The offeror must submit documentation of a minimum of three (3) and a maximum of six (6) projects that are in-progress or completed in the past 15 years. Any projects submitted beyond six (6) will not be evaluated. To qualify as relevant experience, the project must have involved quality assurance or quality control services for fabrication or repair of steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines.

List all of the projects submitted for consideration as recent relevant experience. Completely fill in a minimum of 3 and a maximum of 6 Projects below. If the project did not include, involve or require an item listed, input “N / A” into the box to the right indicating it is “Not Applicable” for that project.

*If experience from a subcontractor is submitted, a letter of commitment from that subcontractor must be provided, or the Government will not include the experience of the subcontractor in the evaluation.

Project #1

Name

Contract completion date or scheduled completion date

Name and point of contact of owner (Phone Number and Email Address)

Government contract number (if applicable).

Provide a description of the QA or QC services performed for fabrication or repair work [steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines].

Provide a description of the codes that were followed during fabrication (AWS D1.1, AWS D1.5, SSPC, AMPP, etc.)

Provide a description of the following non-destructive inspection techniques used on the project: visual, dye penetrant, magnetic, particle and/or ultrasonic.

Only three (3) total uses across all submitted similar projects required, demonstrating at least three (3) of the non-destructive inspection techniques

Demonstrate how the project included inspection of bolted connections conforming to the requirements of the American Institute of Steel Construction (AISC) or Research Council on Structural Connections (RCSC).

*Only one (1) of the three (3) to six (6) projects needs to meet this requirement

Demonstrate how the project included quality control or quality assurance activities for the application of steel coating systems.

Demonstrate how the project included quality assurance or quality control of lead paint abatement activities.

Demonstrate how the project included review and evaluation of a contractor or fabricator’s quality control plan.

*Only two (2) of the three (3) to six (6) projects need to meet this requirement

Project #2

Name

Contract completion date or scheduled completion date

Name and point of contact of owner (Phone Number and Email Address)

Government contract number (if applicable).

Provide a description of the QA or QC services performed for fabrication or repair work [steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines].

Provide a description of the codes that were followed during fabrication (AWS D1.1, AWS D1.5, SSPC, AMPP, etc.)

Provide a description of the following non-destructive inspection techniques used on the project: visual, dye penetrant, magnetic, particle and/or ultrasonic.

Only three (3) total uses across all submitted similar projects required, demonstrating at least three (3) of the non-destructive inspection techniques

Demonstrate how the project included inspection of bolted connections conforming to the requirements of the American Institute of Steel Construction (AISC) or Research Council on Structural Connections (RCSC).

Demonstrate how the project included quality control or quality assurance activities for the application of steel coating systems.

Demonstrate how the project included quality assurance or quality control of lead paint abatement activities.

Demonstrate how the project included review and evaluation of a contractor or fabricator’s quality control plan.

Project #3

Name

Contract completion date or scheduled completion date

Name and point of contact of owner (Phone Number and Email Address)

Government contract number (if applicable).

Provide a description of the QA or QC services performed for fabrication or repair work [steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines].

Provide a description of the codes that were followed during fabrication (AWS D1.1, AWS D1.5, SSPC, AMPP, etc.)

Provide a description of the following non-destructive inspection techniques used on the project: visual, dye penetrant, magnetic, particle and/or ultrasonic.

Only three (3) total uses across all submitted similar projects required, demonstrating at least three (3) of the non-destructive inspection techniques

Demonstrate how the project included inspection of bolted connections conforming to the requirements of the American Institute of Steel Construction (AISC) or Research Council on Structural Connections (RCSC).

Demonstrate how the project included quality control or quality assurance activities for the application of steel coating systems.

Demonstrate how the project included quality assurance or quality control of lead paint abatement activities.

Demonstrate how the project included review and evaluation of a contractor or fabricator’s quality control plan.

Project #4

Name

Contract completion date or scheduled completion date

Name and point of contact of owner (Phone Number and Email Address)

Government contract number (if applicable).

Provide a description of the QA or QC services performed for fabrication or repair work [steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines].

Provide a description of the codes that were followed during fabrication (AWS D1.1, AWS D1.5, SSPC, AMPP, etc.)

Provide a description of the following non-destructive inspection techniques used on the project: visual, dye penetrant, magnetic, particle and/or ultrasonic.

Only three (3) total uses across all submitted similar projects required, demonstrating at least three (3) of the non-destructive inspection techniques

Demonstrate how the project included inspection of bolted connections conforming to the requirements of the American Institute of Steel Construction (AISC) or Research Council on Structural Connections (RCSC).

Demonstrate how the project included quality control or quality assurance activities for the application of steel coating systems.

Demonstrate how the project included quality assurance or quality control of lead paint abatement activities.

Demonstrate how the project included review and evaluation of a contractor or fabricator’s quality control plan.

Project #5

Name

Contract completion date or scheduled completion date

Name and point of contact of owner (Phone Number and Email Address)

Government contract number (if applicable).

Provide a description of the QA or QC services performed for fabrication or repair work [steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines].

Provide a description of the codes that were followed during fabrication (AWS D1.1, AWS D1.5, SSPC, AMPP, etc.)

Provide a description of the following non-destructive inspection techniques used on the project: visual, dye penetrant, magnetic, particle and/or ultrasonic.

Only three (3) total uses across all submitted similar projects required, demonstrating at least three (3) of the non-destructive inspection techniques

Demonstrate how the project included inspection of bolted connections conforming to the requirements of the American Institute of Steel Construction (AISC) or Research Council on Structural Connections (RCSC).

Demonstrate how the project included quality control or quality assurance activities for the application of steel coating systems.

Demonstrate how the project included quality assurance or quality control of lead paint abatement activities.

Demonstrate how the project included review and evaluation of a contractor or fabricator’s quality control plan.

Project #6

Name

Contract completion date or scheduled completion date

Name and point of contact of owner (Phone Number and Email Address)

Government contract number (if applicable).

Provide a description of the QA or QC services performed for fabrication or repair work [steel highway bridges, dam bridges or gates, lock gates, multi-story buildings comprised of steel frames, large storage tanks (greater than 10,000 gallons) or pressure vessels, or steel pipelines].

Provide a description of the codes that were followed during fabrication (AWS D1.1, AWS D1.5, SSPC, AMPP, etc.)

Provide a description of the following non-destructive inspection techniques used on the project: visual, dye penetrant, magnetic, particle and/or ultrasonic.

Only three (3) total uses across all submitted similar projects required, demonstrating at least three (3) of the non-destructive inspection techniques

Demonstrate how the project included inspection of bolted connections conforming to the requirements of the American Institute of Steel Construction (AISC) or Research Council on Structural Connections (RCSC).

Demonstrate how the project included quality control or quality assurance activities for the application of steel coating systems.

Demonstrate how the project included quality assurance or quality control of lead paint abatement activities.

Demonstrate how the project included review and evaluation of a contractor or fabricator’s quality control plan.

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