W912PP25R0003 WSMR Missile Assembly Support Facility - Amendment 0005.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912PP

Design Bid Build, Missile Assembly Support Building at White Sands Missile Range, New Mexico.

1.This is Amendment No. 0005 to Solicitation No. W912PP25R0003. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP25R0003

1 2

03/13/2025

01/21/2025

W912PP25R0003

AMENDMENT No. 0005

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00 50 00 - CONTRACTING FORMS AND

SUPPLEMENTS, Entirety

00 50 00 - CONTRACTING FORMS AND

SUPPLEMENTS, Replaced in its Entirety

00 70 00 - CONDITIONS OF THE

CONTRACT, Pages 86 & 89 of 134

00 70 00 - CONDITIONS OF THE

CONTRACT, Pages 86 & 89 of 134

22 00 00 - PLUMBING, GENERAL PURPOSE,

Pages 8, 9 24 & 39

22 00 00 - PLUMBING, GENERAL

PURPOSE, Pages 8, 9 24 & 39

31 00 00 – EARTHWORK, Pages 4 & 6 31 00 00 – EARTHWORK, Pages 4 & 6

32 13 14.13 - CONCRETE PAVING FOR

HEAVY DUTY PAVEMENTS, Entirety

32 13 14.13 - CONCRETE PAVING FOR

HEAVY DUTY PAVEMENTS, Entirety

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

G-002.2 - SHEET INDEX G-002.3 - SHEET INDEX

B-101.1 - PAVEMENT SITE PLAN B-101.2 - PAVEMENT SITE PLAN

B-102 - JOINT LAYOUT PLAN B-102.1 - JOINT LAYOUT PLAN

B-301.1 - PAVEMENT SECTIONS B-301.2 - PAVEMENT SECTIONS

B-501 - PAVEMENT DETAILS B-501.1 - PAVEMENT DETAILS

Page 2a of 2

CU102.1 - ENLARGED UTILITY PLAN CU102.2 - ENLARGED UTILITY PLAN

C503 - STORM DRAIN LINE DETAILS C503.1 - STORM DRAIN LINE DETAILS

C505.1 - SANITARY SEWER DETAILS II C505.2 - SANITARY SEWER DETAILS II

S-001 - STRUCTURAL GENERAL NOTES S-001.1 - STRUCTURAL GENERAL NOTES

S-101 - FOUNDATION AND SLAB-ON-GRADE

PLAN

S-101.1 - FOUNDATION AND SLAB-ON-

GRADE PLAN

S-311 - CONCRETE SECTIONS S-311.1 - CONCRETE SECTIONS

A-101.2 - FIRST FLOOR PLAN A-101.3 - FIRST FLOOR PLAN

A-106.1 - PARTITION TYPE PLAN AND

SCHEDULE

A-106.2 - PARTITION TYPE PLAN AND

SCHEDULE

A-504 - COLUMN DETAILS A-504.1 - COLUMN DETAILS

P-100 - OVERALL PLUMBING PLAN P-100.1 - OVERALL PLUMBING PLAN

P-101 - PLUMBING WATER PIPING PLAN P-101.1 - PLUMBING WATER PIPING PLAN

P-103 - PLUMBING GAS PIPING PLAN P-103.1 - PLUMBING GAS PIPING PLAN

P-505 - PLUMBING DETAILS V P-505.1 - PLUMBING DETAILS V

P-506 - PLUMBING DETAILS VI P-506.1 - PLUMBING DETAILS VI

Page 2b of 2

P-508 - PLUMBING DETAILS VIII P-508.1 - PLUMBING DETAILS VIII

P-509 - PLUMBING DETAILS X P-509.1 - PLUMBING DETAILS X

P-602 - PLUMBING SCHEDULES II P-602.1 - PLUMBING SCHEDULES II

M-401 - ENLARGED MECHANICAL ROOM HVAC

AND HYDRONIC PIPING PLANS

M-401.1 - ENLARGED MECHANICAL ROOM

HVAC AND HYDRONIC PIPING PLANS

M-505 – MECHANICAL DETAILS V M-505.1 – MECHANICAL DETAILS V

M-506 - MECHANICAL DETAILS VI M-506.1 - MECHANICAL DETAILS VI

M-704.1 - MECHANICAL CONTROLS IV M-704.2 - MECHANICAL CONTROLS IV

////////LAST ITEM////////

Section 00 50 00 - Contracting Forms and Supplements

ATTENTION

The proper Building Wage Determination for Dona Ana County is incorporated into this procurement; however, the wage determination does not include a “roofer” classification. Therefore, the most recent version of the Standard Form 1444 (Request for Authorization of Additional Classification and Rate) will need to be submitted upon award to the Albuquerque District for approval and forwarding to the Wage and Hour Division (WHD) of the Department of Labor.

In previous awards (in Bernalillo County), WHD set the prevailing rate at $45.73 per hour ($33.05 plus $12.68 fringe). Potential offerors in the solicitation phase and subsequently the successful awardee should carefully review the wage determination for potential additional classifications and evaluate how submission of a Standard Form 1444 will affect their pricing.

Please visit https://sam.gov/wage-determinations/resources/dba-conformances and read Department of Labor’s All Agency Memorandum 213 and 233 for further guidance.

"General Decision Number: NM20250045 03/07/2025

Superseded General Decision Number: NM20240045

State: New Mexico

Construction Type: Building BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

County: Dona Ana County in New Mexico.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.75 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2025. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $13.30 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2025. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2025 1 02/28/2025 2 03/07/2025

ASBE0076-008 01/01/2024

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 36.66 11.83

CARP1245-006 06/01/2018

Rates Fringes

Carpenter Excludes Drywall Hanging....$ 24.08 10.79

* PLUM0412-015 01/02/2025

Rates Fringes

PIPEFITTER.......................$ 43.07 16.60

* PLUM0412-018 01/02/2025

Rates Fringes

PLUMBER..........................$ 43.07 16.60

SHEE0049-005 01/01/2024

Rates Fringes

Sheet Metal Worker (Includes HVAC Duct Installation)..........$ 37.50 18.51

* SUNM2016-002 09/26/2018

Rates Fringes

CARPENTER (Drywall Hanging Only)............................$ 19.64 6.20

CEMENT MASON/CONCRETE FINISHER...$ 18.93 5.85

ELECTRICIAN......................$ 29.26 8.98

IRONWORKER, STRUCTURAL...........$ 28.00 8.21

LABORER: Common or General......$ 16.49 ** 4.54

LABORER: Mason Tender - Cement/Concrete..................$ 17.60 ** 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 25.73 4.51

PAINTER (Brush and Roller).......$ 16.60 ** 3.88

PAINTER: Spray..................$ 16.51 ** 2.14

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.75) or 13658 ($13.30). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007

01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION"

CLAUSES INCORPORATED BY REFERENCE

52.202-1 JUN 2020

52.203-3 APR 1984

52.203-5 MAY 2014

52.203-6 JUN 2020

52.203-7 JUN 2020

52.203-8 MAY 2014

52.203-10 MAY 2014

52.203-11 SEP 2024

52.203-12 JUN 2020

52.203-13 NOV 2021

52.203-17 NOV 2023

52.203-19 JAN 2017

52.204-2 Alt II APR 1984

52.204-4 MAY 2011

52.204-9 JAN 2011

52.204-10 JUN 2020

52.204-12 OCT 2016

52.204-13 OCT 2018

52.204-18 AUG 2020

52.204-19 DEC 2014

52.204-21 NOV 2021

52.204-23 DEC 2023

52.204-25 NOV 2021

52.204-27 JUN 2023

52.204-28 DEC 2023

52.204-30 DEC 2023

52.209-6 NOV 2021

52.209-9 OCT 2018

52.209-10 NOV 2015

52.210-1 NOV 2021

52.211-13 SEP 2000

52.211-15 APR 2008

52.211-18

Definitions Gratuities Covenant Against Contingent Fees Restrictions On Subcontractor Sales To The Government Anti-Kickback Procedures Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity Price Or Fee Adjustment For Illegal Or Improper Activity Certification and Disclosure Regarding Payments to Influence Certain Federal Transactions Limitation On Payments To Influence Certain Federal Transactions Contractor Code of Business Ethics and Conduct Contractor Employee Whistleblower Rights Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements Security Requirements (MAR 2021) - Alternate II Printed or Copied Double-Sided on Postconsumer Fiber Content Paper Personal Identity Verification of Contractor Personnel Reporting Executive Compensation and First-Tier Subcontract Awards Unique Entity Identifier Maintenance System for Award Management Maintenance Commercial and Government Entity Code Maintenance Incorporation by Reference of Representations and Certifications.

Basic Safeguarding of Covered Contractor Information Systems Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab Covered Entities Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment Prohibition on a ByteDance Covered Application Federal Acquisition Supply Chain Security Act Orders-- Federal Supply Schedules, Governmentwide Acquisition Contracts, and Multi-Agency Contracts.

Federal Acquisition Supply Chain Security Act Orders-- Prohibition.

Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment Updates of Publicly Available Information Regarding Responsibility Matters Prohibition on Contracting With Inverted Domestic Corporations Market Research Time Extensions Defense Priority And Allocation Requirements Variation in Estimated Quantity APR 1984 l4ecejas Strikethrough

52.203-17 NOV 2023

l4ecejas Strikethrough Contractor Employee Whistleblower Rights

252.203-7001 Prohibition On Persons Convicted of Fraud or Other Defense- Contract-Related Felonies

JAN 2023

252.203-7002 Requirement to Inform Employees of Whistleblower Rights DEC 2022 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7004 Antiterrorism Awareness Training for Contractors JAN 2023 252.204-7012 (Dev) Safeguarding Covered Defense Information and Cyber MAY 2024

252.204-7015 JAN 2023

252.204-7018 JAN 2023

252.204-7020 NOV 2023

252.204-7022

Incident Reporting (DEVIATION 2024-O0013 REVISION 1) Notice of Authorized Disclosure of Information for Litigation Support Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services NIST SP 800-171 DoD Assessment Requirements Expediting Contract Closeout MAY 2021

252.205-7000 Provision Of Information To Cooperative Agreement Holders OCT 2024

252.209-7004 MAY 2019

252.215-7016 DEC 2022

252.219-7003 DEC 2019

252.223-7006 SEP 2014

252.223-7008 JAN 2023

252.225-7001 FEB 2024

252.225-7002 MAR 2022

252.225-7012 APR 2022

252.225-7056 JAN 2023

252.225-7060 JUN 2023

252.226-7003 AUG 2024

252.227-7033 APR 1966

252.232-7003 DEC 2018

252.232-7010 DEC 2006

252.236-7000 DEC 1991

252.236-7013 JAN 2023

252.243-7001 DEC 1991

252.243-7002 DEC 2022

252.244-7000 NOV 2023

252.247-7023

Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism Notification to Offerors--Postaward Debriefings Small Business Subcontracting Plan (DOD Contracts) Prohibition On Storage, Treatment, and Disposal of Toxic or Hazardous Materials Prohibition of Hexavalent Chromium Buy American and Balance of Payments Program Qualifying Country Sources As Subcontractors Preference For Certain Domestic Commodities Prohibition Regarding Business Operations with the Maduro Regime Prohibition on Certain Procurements from the Xinjiang Uyghur Autonomous Region Drug-Free Work Force Rights in Shop Drawings Electronic Submission of Payment Requests and Receiving Reports Levies on Contract Payments Modification Proposals-Price Breakdown Requirement for Competition Opportunity for American Steel Producers, Fabricators, and Manufacturers Pricing Of Contract Modifications Requests for Equitable Adjustment Subcontracts for Commercial Products or Commercial Services Transportation of Supplies by Sea OCT 2024

CLAUSES INCORPORATED BY FULL TEXT

52.203-19 PROHIBITION ON REQUIRING CERTAIN INTERNAL CONFIDENTIALITY AGREEMENTS OR

STATEMENTS (JAN 2017)

(a) Definitions. As used in this clause-- Internal confidentiality agreement or statement means a confidentiality agreement or any other written statement that the contractor requires any of its employees or subcontractors to sign regarding nondisclosure of contractor information, except that it does not include confidentiality agreements arising out of civil litigation or confidentiality agreements that contractor employees or subcontractors sign at the behest of a Federal agency.

52.229-11 JUN 2020

52.229-12

Tax on Certain Foreign Procurements--Notice and Representation Tax on Certain Foreign Procurements FEB 2021

252.203-7002 Requirement to Inform Employees of Whistleblower Rights DEC 2022 252.203-7003 Agency Office of the Inspector General AUG 2019

WSMR Missile Assembly Support Facility Solicitation No. W912PP25R0003 White Sands Missile Range, NM Solicitation Specifications

Energy Star Label for Electric Water Cooler ; S

Energy Star Label for Wheelchair Electric Water Cooler ; S

Shower Stalls ; G, DO

Shower Faucet Assembly ; G, DO

WaterSense Label for Showerhead ; S

Water Heaters ; G, DO

Energy Star Label for Gas Storage Water Heater ; S

Pumps; G, DO

Backflow Prevention Assemblies ; G, DO

POL System Piping, Equipment and Accessories ; G, DO

Valves ; G, DO

Stationary Pressure Washer System ; G, DO

SD-06 Test Reports

Tests, Flushing and Disinfection

Test reports in booklet form showing all field tests performed to adjust each component and all field tests performed to prove compliance with the specified performance criteria, completion and testing of the installed system. Each test report shall indicate the final position of controls.

Test of Backflow Prevention Assemblies ; G, DO

Certification of proper operation shall be as accomplished in accordance with state regulations by an individual certified by the state to perform such tests. If no state requirement exists, the Contractor shall have the manufacturer's representative test the device, to ensure the unit is properly installed and performing as intended. The Contractor shall provide written documentation of the tests performed and signed by the individual performing the tests.

SD-07 Certificates

Materials and Equipment

Where equipment is specified to conform to requirements of the ASME Boiler and Pressure Vessel Code, the design, fabrication, and installation shall conform to the code.

SD-10 Operation and Maintenance Data

Operational Training ; G, DO

SECTION 22 00 00 Page 8

Plumbing System s; G, DO

Submit in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

1.3 STANDARD PRODUCTS

Specified materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products.

Specified equipment shall essentially duplicate equipment that has performed satisfactorily at least two years prior to bid opening.

Standard products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year use shall include applications of equipment and materials under similar circumstances and of similar size. The product shall have been for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2 year period.

1.3.1 Service Support

The equipment items shall be supported by service organizations. Submit a certified list of qualified permanent service organizations for support of the equipment which includes their addresses and qualifications. These service organizations shall be reasonably convenient to the equipment installation and able to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

1.3.2 Manufacturer's Nameplate

Each item of equipment shall have a nameplate bearing the manufacturer's name, address, model number, and serial number securely affixed in a conspicuous place; the nameplate of the distributing agent will not be acceptable.

1.3.3 Modification of References

In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction", or words of similar meaning, to mean the Contracting Officer.

1.3.3.1 Definitions

For the International Code Council (ICC) Codes referenced in the contract documents, advisory provisions shall be considered mandatory, the word "should" shall be interpreted as "shall." Reference to the "code official" shall be interpreted to mean the "Contracting Officer." For Navy owned property, references to the "owner" shall be interpreted to mean the "Contracting Officer." For leased facilities, references to the "owner" shall be interpreted to mean the "lessor." References to the "permit holder" shall be interpreted to mean the "Contractor."

1.3.3.2 Administrative Interpretations

For ICC Codes referenced in the contract documents, the provisions of Chapter 1, "Administrator," do not apply. These administrative

SECTION 22 00 00 Page 9

All connections to pumps and reels shall be made with manufacturer's recommended flex hose connectors.

Antifreeze: Medium pressure stainless steel tubing with a minimum 1,400 psi working pressure. All connections to reels shall be made with manufacturer's recommended flex hose connectors.

Piping shall be supported at intervals not to exceed 10 feet and at each change in direction, horizontal or vertical with uni-strut and pipe hangers. Piping shall be installed in a workmanlike manner, with lines running parallel in relation to one another as well as parallel or perpendicular.

2.14 STATIONARY PRESSURE WASHER SYSTEM

Pressure washer system and equipment shall be as indicated. The following equipment/features as listed below and as indicated shall be furnished and installed to provide a complete and functional hot water pressure washer system. Installation shall be per manufacturer's recommendations and written instructions. System shall be ETL Certified.

Pumps: Provide electric driven pump assembly designed to pump washing solutions from unit to remote location within the facility. Pumps shall be capable of pumping the distances indicated on the drawings. Pump motor size and flow rate are as indicated. Provide drip-proof motors with thermal overload protection. Provide with factory preset trapping unloader, thermal relief valve, and high pressure detergent injector.

Unit Controls: Provide remote control station with on/off control. Equip unit with auto start/stop and time delay funtions controlled by when the trigger gun is released and an adjustable timer. Controls shall be mounted in a NEMA 4X wall mounted control box.

Heating: Provide LP-Gas, natural draft heavy duty heat exchanger with intermittent pilot electronic ignition system and low voltage controls.

Thermostat shall be adjustable up to 200 deg. F. Provide draft diverter and Type B vent routed to sidewall of building exterior. Vent size per manufacturers requirements. Terminate vent per NFPA 54 with listed weather proof vent cap.

Pressure Wand Assembly: Provide manufactures standard high pressure wand rated for 3000 psi. Unit shall be an adjustable pressure insulated, dual lance unit with trigger gun and 0, 15, 25 and 45 degree quick connect nozzles. Provide 50 ft of 3/8" steel wire braided hose and reel assembly.

Gas Train: Provide schedule 40 black steel gas piping and fittings, gas valve, shut-off valves, dirt leg, and gas regulator as necessary, in accordance with the manufacturers installation requirements.

Piping: Provide high pressure tubing with a minimum 5,000 psi working pressure. Line size from pressure washer unit to remote pressure washer station reels shall be as shown on the drawings. Seamless steel tubing shall be provided from outlet of unit to the reels with hydraulic style fittings. Piping shall be supported at intervals not to exceed 10 feet and at each change in direction, horizontal or vertical with uni-strut and pipe hangers. Piping shall be installed in a workmanlike manner, with lines running parallel in relation to one another as well as perpendicular where indicated.

SECTION 22 00 00 Page 24 be as specified herein, and provided under each individual section.

3.7.1.1 Factory Painting Systems

Manufacturer's standard factory painting systems may be provided subject to certification that the factory painting system applied will withstand 125 hours in a salt-spray fog test, except that equipment located outdoors shall withstand 500 hours in a salt-spray fog test. Salt-spray fog test shall be in accordance with ASTM B117, and for that test the acceptance criteria shall be as follows: immediately after completion of the test, the paint shall show no signs of blistering, wrinkling, or cracking, and no loss of adhesion; and the specimen shall show no signs of rust creepage beyond 0.125 inch on either side of the scratch mark.

The film thickness of the factory painting system applied on the equipment shall not be less than the film thickness used on the test specimen. If manufacturer's standard factory painting system is being proposed for use on surfaces subject to temperatures above 120 degrees F , the factory painting system shall be designed for the temperature service.

3.8 TESTS, FLUSHING AND DISINFECTION

3.8.1 Plumbing System

A manufacturer's service representative of the water heater equipment, POL system equipment, pressure washer system, vehicle exhaust evacuation system equipment, and compressed air system equipment shall be present for functional performance testing to demonstrate the operation of installed equipment to the Commissioning Authority and the Government Representatives. The technicians shall demonstrate the entire sequence of operation for the equipment by performing function performance tests in accordance with the Commissioning Authorities' test procedures and instructions.

The following tests shall be performed on the plumbing system in accordance with ICC IPC , and the associated industry standard test procedures, except that the drainage and vent system final test shall include the smoke test.

a. Drainage and Vent Systems Test. The final test shall include a smoke test.

b. Building Sewers Tests.

c. Water Supply Systems Tests.

d. POL Systems Tests. Systems to be tested with lubrication product in tanks. The Contractor shall supply lubrication products for testing.

Contractor shall provide enough lubrication product to fill the lines and properly test the systems. Contractor shall coordinate with the Contracting Officer for exact lubrication products to be used.

e. Compressed Air Systems Tests. Piping systems shall be filled with oil-free dry air or gaseous nitrogen to 150 psig and hold this pressure for 2 hours with no drop in pressure.

c. Pressure Washer Systems Tests. Piping systems shall be filled with oil-free dry air or gaseous nitrogen to 150 psig and hold this pressure for 4 hours with no drop in pressure.

SECTION 22 00 00 Page 39

1.4 SYSTEM DESCRIPTION

Subsurface soil boring logs are shown on the drawings. These data represent the best subsurface information available; however, variations may exist in the subsurface between boring locations.

1.4.1 Classification of Excavation

No consideration will be given to the nature of the materials, and all excavation will be designated as unclassified excavation.

1.4.1.1 Common Excavation

Include common excavation with the satisfactory removal and disposal of all materials not classified as rock excavation.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Utilization of Excavated Materials ; G, DO, ECG

Geotextiles

SD-04 Samples

Geotextiles

SD-06 Test Reports

Testing ; G, DO, ECG

SD-07 Certificates

Testing ; G, DO, ECG

PART 2 PRODUCTS

2.1 REQUIREMENTS FOR OFFSITE SOILS

Test offsite soils brought in for use as backfill in accordance with

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS WHITE SANDS MISSILE RANGE.

2.2 BURIED WARNING AND IDENTIFICATION TAPE

Provide polyethylene plastic and metallic core or metallic-faced, acid-and alkali-resistant, polyethylene plastic warning tape manufactured specifically for warning and identification of buried utility lines.

SECTION 31 00 00 Page 4

2.4.2 Rock

Provide rock in accordance with NMDOT Class BC riprap. Provide rock fragments sufficiently durable to ensure permanence in the structure and the environment in which it is to be used. Use rock fragments free from cracks, seams, and other defects that would increase the risk of deterioration from natural causes. Provide fragments sized so that no individual fragment exceeds a weight of 150 pounds and that no more than 10 percent of the mixture, by weight, consists of fragments weighing 2 pounds or less each. Provide rock with a minimum specific gravity of 2.50 .

Do not permit the inclusion of more than trace 1 percent quantities of dirt, sand, clay, and rock fines.

2.5 CAPILLARY WATER BARRIER

Provide capillary water barrier of clean, poorly graded crushed rock, crushed gravel, or uncrushed gravel placed beneath a building slab with or without a vapor barrier to cut off the capillary flow of pore water to the area immediately below. Conform to ASTM C33/C33M for fine aggregate grading with a maximum of 3 percent by weight passing ASTM D1140, No. 200 sieve.

2.6 GEOTEXTILE

Provide a pervious sheet of polyester, nylon, glass or polypropylene ultraviolet resistant filaments woven, spun bonded, fused, or otherwise manufactures into a non-raveling fabric with uniform thickness and strength. Fabric must have manufacterer certified minimum average roll peroperties that conform with Class 2 geotextile material per New Mexico Department of Transportation Standard Specifications for highway and Bidge Construction. Storage and placement of material must meet New Mexico Department of Transportation requirements. Submit a sample and material product data for all Geotextiles ulitized.

PART 3 EXECUTION

3.1 GENERAL EXCAVATION

Perform excavation of every type of material encountered within the limits of the project to the lines, grades, and elevations indicated and as specified. Perform the grading in accordance with the typical sections shown and the tolerances specified in paragraph FINISHING. Transport satisfactory excavated materials and place in fill or embankment within the limits of the work. Excavate unsatisfactory materials encountered within the limits of the work below grade and replace with satisfactory materials as directed. Include such excavated material and the satisfactory material ordered as replacement in excavation. Dispose surplus satisfactory excavated material not required for fill and unsatisfactory excavated material as specified in paragraph DISPOSITION OF SURPLUS MATERIAL. During construction, perform excavation and fill in a manner and sequence that will provide proper drainage at all times.

Excavate material required for fill or embankment in excess of that produced by excavation within the grading limits from the borrow areas indicated or from other approved areas selected by the Contractor as specified.

SECTION 31 00 00 Page 6

SECTION 32 13 14.13

CONCRETE PAVING FOR HEAVY DUTY PAVEMENTS

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 ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 182 (2005; R 2017) Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 201.1R (2008) Guide for Conducting a Visual Inspection of Concrete in Service

ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete

ACI 214R (2011) Evaluation of Strength Test Results of Concrete

ACI 305R (2020) Guide to Hot Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 325.14R (2017) Guide for Design and Proportioning of Concrete Mixtures for Pavements

ASTM INTERNATIONAL (ASTM)

ASTM A184/A184M (2019) Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A996/A996M (2016) Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

ASTM A1078/A1078M (2019) Standard Specification for Epoxy-Coated Steel Dowels in Concrete Pavement

ASTM C31/C31M (2021a) Standard Practice for Making and

SECTION 32 13 14.13 Page 1

Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2021) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C78/C78M (2022) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

ASTM C88 (2018) Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

ASTM C94/C94M (2021b) Standard Specification for Ready-Mixed Concrete

ASTM C117 (2017) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

ASTM C123/C123M (2014) Standard Test Method for Lightweight Particles in Aggregate

ASTM C131/C131M (2020) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C136/C136M (2019) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C138/C138M (2017a) Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ASTM C142/C142M (2017) Standard Test Method for Clay Lumps and Friable Particles in Aggregates

ASTM C143/C143M (2020) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2021) Standard Specification for Portland Cement

ASTM C172/C172M (2017) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C174/C174M (2017) Standard Test Method for Measuring Thickness of Concrete Elements Using Drilled Concrete Cores

ASTM C192/C192M (2019) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

SECTION 32 13 14.13 Page 2

ASTM C231/C231M (2017a) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a; R 2016) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C294 (2012; R 2017) Standard Descriptive Nomenclature for Constituents of Concrete Aggregates

ASTM C295/C295M (2019) Standard Guide for Petrographic Examination of Aggregates for Concrete

ASTM C309 (2019) Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete

ASTM C494/C494M (2019) Standard Specification for Chemical Admixtures for Concrete

ASTM C595/C595M (2021) Standard Specification for Blended Hydraulic Cements

ASTM C618 (2019) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C666/C666M (2015) Resistance of Concrete to Rapid Freezing and Thawing

ASTM C881/C881M (2020a) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM C989/C989M (2018a) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM C1017/C1017M (2013; E 2015) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1064/C1064M (2017) Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

ASTM C1077 (2017) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM C1260 (2021) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C1567 (2021) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

SECTION 32 13 14.13 Page 3

ASTM C1602/C1602M (2018) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete

ASTM C1646/C1646M (2016) Making and Curing Test Specimens for Evaluating Frost Resistance of Coarse Aggregate in Air-Entrained Concrete by Rapid Freezing and Thawing

ASTM D75/D75M (2019) Standard Practice for Sampling Aggregates

ASTM D1751 (2018) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)

ASTM D2995 (1999; R 2009) Determining Application Rate of Bituminous Distributors

ASTM D3665 (2012; R 2017) Standard Practice for Random Sampling of Construction Materials

ASTM D4791 (2019) Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate

ASTM E1274 (2018) Standard Test Method for Measuring Pavement Roughness Using a Profilograph

NATIONAL READY MIXED CONCRETE ASSOCIATION (NRMCA)

NRMCA QC 3 (2015) Quality Control Manual: Section 3, Plant Certifications Checklist:

Certification of Ready Mixed Concrete Production Facilities

U.S. AIR FORCE (USAF)

AF ETL 97-5 (1997) Proportioning Concrete Mixtures with Graded Aggregates for Rigid Airfield Pavements

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 55 (1992) Test Method for Within-Batch Uniformity of Freshly Mixed Concrete

COE CRD-C 130 (2001) Standard Recommended Practice for Estimating Scratch Hardness of Coarse Aggregate Particles

COE CRD-C 143 (1962) Specifications for Meters for Automatic Indication of Moisture in Fine Aggregate

COE CRD-C 521 (1981) Standard Test Method for Frequency

SECTION 32 13 14.13 Page 4 and Amplitude of Vibrators for Concrete

COE CRD-C 662 (2009) Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials, Lithium Nitrate Admixture and Aggregate (Accelerated Mortar-Bar Method)

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Diamond Grinding Plan

Dowels

Dowel Bar Assemblies

Equipment

Proposed Techniques ;

SD-05 Design Data

Preliminary Proposed Proportioning

Proportioning Studies ;

SD-06 Test Reports

Batch Plant Manufacturer's Inspection Report

Slipform Paver Manufacturer's Inspection Report

Sampling and Testing ; G, DO, ECG

Diamond Grinding of PCC Surfaces

Mixer Performance (Uniformity) Testing

Repair Recommendations Plan

SD-07 Certificates

Contractor Quality Control Staff

Laboratory Accreditation and Validation

Commercial Laboratory

NRMCA Certificate of Conformance

SECTION 32 13 14.13 Page 5

1.3 QUALITY CONTROL

1.3.1 Contractor Quality Control Staff

Reference Section 01 45 00.00 10 QUALITY CONTROL for Contractor personnel qualification requirements. Submit American Concrete Institute certification for Contractor Quality Control staff. Qualifications and resumes for petrographer, surveyor, concrete batch plant operator, and profilograph operator. All Contractor Quality Control personnel assigned to concrete construction are required to be American Concrete Institute (ACI) certified in the following grade:

a. The minimum requirements for the CQC System Manager consist of being a graduate engineer or a graduate of construction management, with a minimum of 5 years construction experience and a minimum of 1 year experience as a CQC System Manager on an airfield construction project.

b. CQC personnel responsible for inspection of concrete paving operations: ACI Concrete Transportation Inspector. The ACI Concrete Transportation Inspector is required to be present at the paving site during all paving operations, with the exception of the initial saw cutting operation. The QC manager is required to be present during initial saw cutting operations.

c. CQC staff is required to oversee all aspects of sawing operations (sawing, flushing, vacuuming, checking for random cracking, lighting).

d. Lead Foreman or Journeyman of the Concrete Placing, Finishing, and Curing Crews: ACI Concrete Flatwork Technician/Finisher .

e. Batch Plant Manufacturer's Representative: A representative from the batch plant manufacturer is required to be on-site to inspect and make necessary adjustments to all components of the batch plant including but not limited to aggregate bin weighing operations, water metering, cement and fly ash weighing devices. All necessary inspections and adjustments by the manufacturer representative is required to be performed prior to uniformity testing. Submit a written Batch Plant Manufacturer's Inspection Report signed by the representative noting all inspection items and corrections and stating the batch plant is capable of producing the volume of concrete as required herein.

f. Field Testing Technicians: ACI Concrete Field Testing Technician, Grade I.

g. Slipform Paving Equipment Manufacturer's Representative: A representative of the slipform paving equipment manufacturer is required to be on-site to inspect and make corrections to the paving equipment to ensure proper operations. Perform a complete and full hydraulic flow test of the vibrator system prior to the test section being placed. Submit a written Slipform Paver Manufacturer's Inspection Report signed by the manufacturer's representative noting all inspections, corrections, and flow tests have been performed and the paver is in a condition to perform the required work.

h. Laboratory Testing Technicians: ACI Concrete Strength Testing Technician and Laboratory Testing Technician, Grade I or II.

SECTION 32 13 14.13 Page 6

1.3.2 Other Staff

Submit for approval, the qualifications and resumes for the following staff:

a. Petrographer: Bachelor of Science degree in geology or petrography, trained in petrographic examination of concrete aggregate according to ASTM C294 and ASTM C295/C295M and trained in identification of the specific deleterious materials and tests identified in this specification.