B.08.03 Solicitation Amendment 24Q0028 P0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this solicitation is to extend the offer due date from 30 April 2024 to 20 May 2024, and revise the following Specifications (See revised specification for details):

SECTION 05 05 20.01 28 POST-INSTALLED CONCRETE ANCHORS

Revised paragraph 3.2 EMBEDDED ITEMS.

All other terms and conditions of this solicitation remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 09-May-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EF24Q0028

X 9B. DATED (SEE ITEM 11)

11-Apr-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE

DATE

09-May-2024

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

MELITA S. DOYLE

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

Cynthia.H.Jacobsen@usace.army.milEMAIL:509-527-7214TEL:

CYNTHIA H JACOBSEN / CONTRACT SPECIALIST

W912EF24Q0028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 30-Apr-2024 05:00 PM to 20-May-2024 05:00 PM.

(End of Summary of Changes)

SECTION 00 01 10 - TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE

Attachment 1

Attachment 2 to:

DESCRIPTION

Specification Section 01 35 29.10 28 Register

PAGES DATE

23-APR-2024

23-APR-2024

Exhibit/Attachment Table of Contents

DOCUMENT TYPE

Attachment 1

DESCRIPTION

Specification Section 05 05 20.01 28

PAGES DATE

09-MAY-2024

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

SUMMARY OF CHANGES - AMENDMENT

Summary of changes for Amend -0003 Ice Harbor Powerhouse Unit 6 Scroll Case Cooling Water Lamprey Exclusion Cover Prototype W912EF24Q0028

1. Revised the following Specifications (See revised specification for details):

a. SECTION 05 05 20.01 28 POST-INSTALLED CONCRETE ANCHORS

• Revised paragraph 3.2 EMBEDDED ITEMS.

HLD PH Unit 6 Scroll Case Cooling Water Lamprey Excl Cover W912EF24Q0028 HLD488347 Amend-0003

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 05 20.01 28

POST-INSTALLED CONCRETE ANCHORS

PART 1 GENERAL

1.1 REFERENCES

1.2 APPLICABILITY

1.3 DEFINITIONS

1.3.1 Anchor

1.3.2 Periodic Special Inspections

1.3.3 Continuous Special Inspections

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

1.5.1.1 Installer Qualifications

1.5.1.2 Post-Installed Anchor Special Inspector Qualifications

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Packing, Shipping, Handling, and Unloading

1.6.2 Storage

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Post-Installed Anchors

2.1.1.1 Post-Installed Anchor Certification

2.1.1.2 Manufacturer's Printed Installation Instructions

2.1.1.3 Flush Mount Undercut Anchor System in Concrete

2.2 EQUIPMENT

PART 3 EXECUTION

3.1 ANCHORING AND REINFORCING

3.1.1 Drilling and Installing Undercut Anchors

3.1.2 Unused or Repairs to Drilled Holes

3.1.3 Repair Of Mislocated Or Misdrilled Holes

3.2 EMBEDDED ITEMS

3.3 TESTS AND INSPECTIONS

3.3.1 Undercut Anchors

3.3.2 Action Required from Failed Tests/Inspections

3.3.3 Post-Installed Anchor Special Inspections Report

3.4 DUST CONTROL

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SECTION 05 05 20.01 28

SECTION 05 05 20.01 28

POST-INSTALLED CONCRETE ANCHORS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 355.2 (2007) Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary

ACI 355.4 (2011) Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4) and Commentary

ASTM INTERNATIONAL (ASTM)

ASTM E488/E488M (2022) Standard Test Methods for Strength of Anchors in Concrete Elements

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO ISO/IEC 17011 (2017) Conformity Assessment — Requirements for Accreditation Bodies Accrediting Conformity Assessment Bodies

ISO ISO/IEC 17025 (2017) General Requirements for the Competence of Testing and Calibration Laboratories

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Occupational Health Requirements Manual

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 APPLICABILITY

This guide specification covers the requirements for all anchors that are post-installed into hardened concrete of the Scroll Case wall.

1.3 DEFINITIONS

1.3.1 Anchor

"Anchor" includes steel elements post-installed into hardened concrete, concrete masonry, or brick and used to transmit applied loads. For this project "Anchor" refers to the stainless steel Flush Mount Undercut Anchors securing the Frame Weldment to the Scroll Case wall.

1.3.2 Periodic Special Inspections

"Periodic Special Inspection" as used herein means that, as a minimum, the Post-Installed Anchor Special Inspector must perform inspections in accordance with this specification.

1.3.3 Continuous Special Inspections

"Continuous Special Inspection" as used herein means that the Post-Installed Anchor Special Inspector observes the drilling and cleaning of holes, and the insertion of anchors into the holes. When applicable for the type of installation, or as indicated in the project drawings, "Continuous Special Inspection" also includes observation of measures to secure the anchor by mechanical methods.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Installer Qualifications ; G, ST

Post-Installed Anchor Special Inspector Qualifications ; G, ST

SD-03 Product Data

Flush Mount Undercut Anchor System in Concrete ; G, ST

Non-Shrink, Non-Metallic Grout ; G, ST

SD-06 Test Reports

Post-Installed Anchor Special Inspections Report ; G, ST

Repair Of Mislocated Or Misdrilled Holes ; G, ST

SD-07 Certificates

Post-Installed Anchor Certification ; G, ST

SD-08 Manufacturer's Instructions

Manufacturer's Printed Installation Instructions ; G, ST

Manufacturer's Material Safety Data Sheets ; I, ST

1.5 QUALITY ASSURANCE

Perform all work in accordance with EM 385-1-1 and all manufacturer's instructions and recommendations. To protect personnel from overexposure to toxic materials, conform to the applicable manufacturer's Material Safety Data Sheets (MSDS) or local regulation. Submit the MSDS for any potentially hazardous materials.

1.5.1 Qualifications

The submittals must identify individuals who will be working on this contract and their relevant experience and training. Do not make changes in approved personnel without prior approval of the Contracting Officer.

1.5.1.1 Installer Qualifications

Each worker engaged in the installation of post-installed anchors must have satisfactorily completed an applicable certification program or equivalent instruction program through the manufacturer or manufacturer's representative for all anchoring products they will install. A manufacturer's representative must train all installers per the installation instructions as listed in the ICC-ES Evaluation Report for the anchor being installed. Training must consist of a review and performance test of the complete installation process, including but not limited to:

(1) Hole drilling procedure;

(2) Hole preparation & cleaning technique;

(3) Flush Mount Anchor preparation and installation;

(4) Proof loading/torquing;

(5) Installation in horizontal orientations.

Submit certification for each worker showing that they have completed the above training within three years prior to onsite work. Certification must include organization or manufacturer's name, instructor's name and qualifications, trainee's name, list of instruction received, date of instruction, and confirmation of successful performance tests.

1.5.1.2 Post-Installed Anchor Special Inspector Qualifications

The Contractor must retain the services of a third party Special Inspector independent of the installing contractor and manufacturer. The individual(s) who perform special inspections for post-installed anchors must meet all Installer Qualification requirements and have a minimum of 3 years of experience as a Special Inspector on previous projects involving similar scope of work. Submit resumes, pertinent information, past experience, and training.

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Packing, Shipping, Handling, and Unloading

Deliver products to job site in manufacturer's or distributor's original packaging undamaged, complete with installation instructions. Inspect materials delivered to site for damage. Unload and store with minimal handling.

1.6.2 Storage

Protect, store, and handle materials in accordance with manufacturer's recommendations to prevent damage or deterioration. Do not allow chemical materials to freeze. Remove materials that have not be stored in accordance with the manufacturer's recommendations, including expired materials, from the job site.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Post-Installed Anchors

Provide anchors that are:

(1) 1/2 in nominal size;

(2) Rated to ASTM A193 316 B8M or ASTM A193 304 B8;

(3) Undercut anchor style;

(4) Flush mount or threaded insert style;

(5) Maximum embedment depth of 6 in ;

Minimum spacing and distance to the existing grating must be as shown on contract drawings. Design values listed must be as tested according to ASTM E488/E488M for the substrate type, substrate moisture condition, concrete aggregate type (normal weight or lightweight concrete), and concrete/masonry strength. Minimum tension and shear strength values must be as indicated.

2.1.1.1 Post-Installed Anchor Certification

Submit product information with recommended design values and physical characteristics for each type of anchor shown on the drawings.

Provide Certified Test Reports showing compliance with specified performance characteristics and physical properties. Anchors must have one of the following certifications:

(1) ICC-ES Evaluation Report indicating conformance with current applicable ICC ES Acceptance Criteria;

(2) Third party Evaluation Report in conformance with ACI 355.2 or ACI 355.4 , as applicable. Third party must be accredited under ISO ISO/IEC 17025 by a recognized accreditation body conforming to the requirements of ISO ISO/IEC 17011 in accordance with ACI 355.4 .

2.1.1.2 Manufacturer's Printed Installation Instructions

Submit manufacturer's instructions for each anchor type shown on the drawings.

2.1.1.3 Flush Mount Undercut Anchor System in Concrete

Anchors must be undercut style with properties as listed in 2.1.1.

Threaded insert or flush mount style anchors as shown in the detail drawings are required for this installation. Threaded rods are not an acceptable alternative.

Anchors must have the below characteristic bond strengths for uncracked and cracked concrete in 3000 psi concrete.

ANCHOR Yield Strength Ultimate Strength

(lbs) (lbs)

1/2-inch flush mount undercut anchor 4,260 10,600

2.2 EQUIPMENT

Assemble at the site of the work, sufficient equipment that is dependable, appropriate and adequate to accomplish the work specified. Maintain the equipment in good working condition.

PART 3 EXECUTION

3.1 ANCHORING AND REINFORCING

Install anchors in accordance with the spacing and edge clearances indicated on the drawings. Anchor capacity is also highly dependent on proper installation. Follow all manufacturer and Evaluation Report installation instructions.

3.1.1 Drilling and Installing Undercut Anchors

Drill holes and perform undercut operation for anchors using drilling equipment and bits suitable for the intended purpose, in accordance with Manufacturer's Printed Installation Instructions and Evaluation Report installation instructions. Diameter of holes must be as recommended by the anchor manufacturer. Unless otherwise shown on the drawings, all holes must be drilled perpendicular to the concrete surface. Deviations more than 5 degrees from perpendicular are not acceptable. Unless otherwise specified, do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength.

Clean holes, prep holes, and install anchors in accordance with anchor manufacturer's recommendations. Protect threads and anchor from damage during anchor installation. Ensure proper embedment in accordance with manufacturers specifications. Ensure placement in accordance with contract documents.

3.1.2 Unused or Repairs to Drilled Holes

Any holes made for anchors that are not used must be filled with non-shrink, non-metallic grout suitable for the orientation and size of hole and have a minimum compressive strength of 4000 psi. Repair must completely fill hole and be flush with existing concrete or masonry.

Place in accordance with manufacturer's recommended instructions. Final anchor positions must not be within 1 inch of repair patches.

3.1.3 Repair Of Mislocated Or Misdrilled Holes

All mis-drilled holes shall be repaired as directed by the Engineer. Repair of mislocated or mis-drilled holes shall be submitted to COR for Government approval.

3.2 EMBEDDED ITEMS

Existing reinforcing bars or other embedded items in the structure may conflict with specified anchor locations. Existing reinforcing and embedded items must not be damaged during installation of post-installed anchors.

The Contractor must use Radar detection systems, X-Ray, or other appropriate means to accurately locate the position of existing reinforcing bars and embedded items at the locations of the anchors in the field. Scanning method must provide enough accuracy and precision to locate the space between rebar. Structural integrity of existing concrete or masonry must not be impaired by investigating method.

The Frame Weldment is used as the template for locating the anchors. This position can be adjustable within +/- 2" any direction to enable the anchors to be placed such that they miss all existing rebar. The Flat Panel should be centered as best as possible over the existing Cooling Grate as shown in the contract drawings. If reinforcement is, or will be, encountered, contact the Contracting Officer immediately.

3.3 TESTS AND INSPECTIONS

3.3.1 Undercut Anchors

For undercut anchors, periodic special inspection are required as a minimum. Inspections must be in accordance with ICC IBC and the Evaluation Report.

Undercut anchors must be inspected during installation, to verify anchor type, anchor dimensions, base material type, base material age, drill bit, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, base material thickness, effective embedment, tightening torque, adherence to the manufacturer's printed installation instructions, and any additional items recommended in the Evaluation Report.

The Special Inspector must perform proof loading on the first two anchors of each type and size, for each installer. Anchor selection will be determined by the Post-Installed Anchor Special Inspector. Perform confined tension proof load testing in accordance with ASTM E488/E488M .

Use incremental loading for tensile test. Maintain proof load for a minimum of 10 seconds. Consider anchors to have failed if displacement exceeds 0.05 inch D/10, where D is the nominal anchor diameter, or if any of the failure modes listed in ASTM E488/E488M occur.

Undercut anchors must not be torque tested.

Proof loads must be the minimum of the value shown in the table below, or 50 percent of the tension capacity of the anchor:

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ANCHOR TENSION PROOF LOAD

(lbs)

1/2-inch Undercut Anchors 2000

3.3.2 Action Required from Failed Tests/Inspections

Immediately report failed anchor locations and test results to the Contracting Officer. Anchors that fail to meet proof load or installation requirements must be regarded as malfunctioning. Do not re-use holes unless specifically allowed by manufacturer's published instructions and approved by the Special Inspector.

If any of the tested anchors fail to achieve the specified proof load within the limits of the contract documents, all anchors must then be tested.

Continuously special inspect and proof load any replacement anchors.

Fill unused anchor holes and patch failed anchor locations in accordance with this specification. Prior to performing the repair, the Contractor must submit to the Contracting Officer for approval, the proposed fill and patch materials.

Additional tests, repairs, delays, or modification of work to accommodate failed tests will be at no additional cost to the Government.

3.3.3 Post-Installed Anchor Special Inspections Report

Report the results of all inspections for every day anchor installation takes place. Submit report as an electronic PDF file to the Contracting Officer for review. The report must include the following:

(1) Exact locations of the inspected and tested work;

(2) Inspector's name;

(3) Date of inspection;

(4) Summary of work completed during the inspection period;

(5) Test results;

(6) Statement by the Special Inspector that clearly identifies the tested anchors as being acceptable or rejected.

(7) Statement by the Special Inspector confirming that the materials and installation procedures conform with the approved contract documents and the manufacturer's published installation instructions.

3.4 DUST CONTROL

Control dust resulting from demolition to prevent the spread of dust and avoid creation of a nuisance in the surrounding area. Do not use water when it will result in, or create, hazardous or objectionable conditions such as ice, flooding, or pollution.

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