Solicitation - W912ES25QA033.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

AWARD (To be completed by Government)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Section A - Solicitation/Contract Form

LD2 Joint Seal Repair - F25MPS-LD Maintenance

W912ES25QA033

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price Amount

LD2 Joint Seal Repair - F25MPS-LD Maintenance - non PSB [117601]

Product Service Code: Z1AZ Pricing Arrangement: Firm Fixed Price

1 Job

Bond

Product Service Code: Z1AZ Pricing Arrangement: Firm Fixed Price

1 Each

Section C - Description/Specifications/Statement of Work

LOCKAND DAM 2

Joint Sealant Replacement

SCOPEOF WORK

1. GENERAL. The Contractor shall provide all labor and material and perform all operations necessary to root out and replace all existing exterior flexible joint sealant material between building panels and around all doors, windows and louvers on the exterior of the following buildings:

The Central Control Station, Lower Control Stand, and Pump House at Lock and Dam 2

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.

ASTM INTERNATIONAL (ASTM)

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

U.S. ARMY CORPS OF ENGINEERS

EM 385-1-1 (2024) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES ANDRECORDS ADMINISTRATION (NARA) 40

CFR 261 Identification and Listing of Hazardous Waste

49 CFR 171-178 Hazardous Materials Regulations

1.2 SUBMITTAL PROCEDURES. The Contractor shall submit all required pre-construction submittals to the Contracting Officer prior to ordering any material or commencing any construction operations. The Contractor shall allow 10 working days for Government review of all submittals.

Submittals coded with a "G" in the submittal list shall be submitted for Government Approval (GA). All other submittals shall be submitted to the Government for Information Only (FIO). All submittals shall be submitted in an electronic .pdf format and shall be submitted with complete USACE Form 4025. All submittals shall be submitted to the Contracting Officer, or their designated representative, via email. The Contractor shall allow seven working days for review of any resubmittals which are submitted as the result of the initial submittal being disapproved.

1.2.1 PRE-CONSTRUCTION SUBMITTAL LIST:

ENG Form 6293Accident Prevention Plan (APP); G

Activity Hazard Analysis (AHA); G

Submittal Register; G

Pre-Project Staging Area and Work Area Survey Report (Photos); FIO Safety

Data Sheets FIO

Solid Waste Disposal Facility; FIO

Joint Sealant Material; G

Joint Sealant Material Color; G

Backer Rod Material; FIO

Joint Sealant Manufacturer's Installation Instructions; FIO

1.2.2 SUBMITTAL CONTROL. Within 7 calendar days after notice to proceed, the Contractor shall submit to the Contracting Officer for review and approval, a submittal register in electronic format listing and scheduling all items required to be furnished for review by the Government. Primary responsibility for submittals shall rest with the Contractor. The Contractor shall furnish submittals for all deviations from the specifications.

1.3 SAFETY. The Contractor shall follow all applicable OSHA, state, and local laws and regulations relating to workplace safety. In addition, the Contractor shall compare OSHA, state, and local laws and regulations to the requirements found in USACE EM 385-1-1 and ensure all activities and operations conform to the most stringent requirement. No separate payment will be made for the work required in this paragraph.

1.3.1 ACCIDENT PREVENTION PLAN. The Contractor shall prepare the mandatory ENG Form 6293 Accident Prevention Plan (APP) fo Government approval. The APP must be site specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for non-compliance. The APP must be signed by an officer of the firm (Prime Contractor senior person), the individual preparing the APP, and the on-site superintendent.

1.3.2 ACTIVITY HAZARD ANALYSIS. Before beginning each activity, task or definable feature of work involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor performing that work activity must prepare an Activity Hazard Analysis (AHA). AHAs shall be signed by the on-site superintendent and the foreman performing the work. Format the AHA in accordance with EM 385-1-1. Submit the AHA for review and approval at least 10 days prior to the start of each activity. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented.

1.4 WORKRESTRICTIONS. The Contractor shall work only during Lock and Dam 2 regular business hours of 0700-1700, Monday through Friday, excluding Federal Holidays. If the Contractor wishes to work outside these hours a request must be submitted to the Contracting Officer to do so at least 3 days in advance. The Contractor shall only work on one face of the building at a time. The Contractor shall not block all building entrances at once. Anytime the Contractor expects to block Lock 2's Central Control Station entrances, they shall coordinate with the lockmaster no less than 3 days prior. The Contractor shall stage their operation so only a minimum number of joints are exposed atone given time.

1.5 COORDINATION.

1.5.1 OTHER CONTRACTS. The contractor shall coordinate with any other contractors that have ongoing work at Lock and Dam 2.

1.6 PHYSICALLOCATION AND CONTACT INFORMATION. Lock and Dam 2 is located near Hastings, Minnesota in Dakota County, Minnesota.

It is on the right descending bank of the Upper

Mississippi River. The Lockmaster is Steve Heidbrider (ph. 651-290-5826). The mailing address is:

Lock and Dam No. 2

1350 Lock and Dam Road

Hastings, MN55033

1.7 MEASUREMENTAND PAYMENT. The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work required under the contract in a complete and acceptable manner. The contract work shall include providing equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, meeting safety requirements, and performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether the specific material or operation is indicated) shall be included in the price. The payment provided for in the contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution, subject to conditions of the contract. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

1.7.1 BONDS (Performance and Payment). Payment will be made for Performance and Payment Bonds required by this contract in accordance with CONTRACT CLAUSE 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTIONCONTRACTS. Contract line item for Bonds shall be paid for on a per job basis.

1.7.2 UNIT PRICE PAYMENT ITEMS. Payment for work of this contract on which the contract unit price payments will be made are listed in the attached BID SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, equipment, and performing any associated quality control, environmental protection, meeting safety requirements, tests and reports and for performing all work required for each of the unit price items.

1.7.2.1 REMOVALAND REPLACEMENT OF EXISTING JOINT SEALANT.

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for the removal and replacement of the existing joint sealant as specified. The removal and replacement of joint sealant shall be measured in linear feet. Access equipment is incidental to this payment item.

1.7.2.2 INVOICINGPROCEDURE. The Contractor shall send copies of all project related invoices to Steve Heidbrider (see section1.6 for contact information) as well as the U.S.A.C.E. Finance Center at the address seen below.

U.S.A.C.E Finance Center

5722 Integrity Dr.

Millington, TN 38053

1.8 TEMPORARYCONSTRUCTION FACILITIES. The comfort station, which is outside the secure area and open to the public, is available for contractor use. to the comfort station facilities include toilets, hand washing facilities, and drinking water. Contractor personnel will not be allowed to use restroom facilities in the lockhouse. The Contractor shall haul away any waste or debris generated from the project. The Contractor may use the existing Government water service for use in constructing the project features. The Contractor shall coordinate with the Lockmaster for hydrant and hose bib locations after contract award. The Government makes no guarantee that the available water pressure will be sufficient for the Contractor's operation. No Contractor parking will be allowed on the grass. A bulletin board will not be required. A contractor job trailer and government field office are not required.

1.9 STAGINGAREA. Lock and Dam 2: the contractor can coordinate with the Lockmaster Steve Heidbrider for areas available for parking and staging.

1.10 ENVIRONMENTALPROTECTION. The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of the contract. The Contractor shall be responsible for any delays resulting in failure to comply with any Federal, State, or Local environmental laws and regulations. No separate payment will be made for work relating to environmental protection.

The Contractor is responsible for payment of all fines/fees for violations or non-compliance with

Federal, State, regional, and local laws and regulations.

1.11 DEFINITIONS.

1.11.1 Environmental pollution and damage are defined as the presence of chemical, physical or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.11.2 Environmental Protection is defined as the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid chemical, gaseous, and liquid waste; as well as other pollutants.

1.11.3 Contractor Generated Hazardous Waste is defined as material that if abandoned or disposed may meet the definition of hazardous waste. These waste streams would typically consist of materials brought on site by the Contractor to execute work but are not fully consumed during construction. Examples include, but are not limited to, excess paint thinners, waste thinners, excess paints, excess solvents, or waste solvent.

1.12 SAFETYDATA SHEETS. In accordance with EM 385-1-1, a copy of the Safety Data Sheets (SDS)and the maximum quantity of each hazardous material to be on site at any given time shall be submitted to the Contracting Officer for information only.

1.13 PROTECTIONOF FEATURES. This paragraph supplements the Contract Clause 52.236-9 PROTECTIONOF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS. Prior to start of any onsite construction activities, the Contractor and the Contracting Officer shall make a joint condition survey and take pre-project photographs of the Contractor's Staging area and the Contractor's work area. Immediately following the survey, the Contractor shall prepare a brief report including the pre-project photos along with the condition of trees, shrubs and grassed areas immediately adjacent to the site of work and adjacent to the Contractor's assigned storage area and access route(s), as applicable. This survey report shall be signed by both the Contractor and the Contracting Officer upon mutual agreement as to its accuracy and completeness. The Contractor shall protect those environmental features included in the survey report and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract.

1.14 SOLIDWASTES. Solid wastes shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off the construction site and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall submit the name and location of the solid waste disposal facility to the Contracting Officer for information only.

1.15 CHEMICALSAND CHEMICAL WASTES. Chemicals shall be dispensed ensuring no spillage to the ground or water. Periodic inspections of dispensing areas to identify leakage and initiate corrective action shall be performed. Chemical waste shall be collected in corrosion resistant, compatible containers. Collection drums shall be monitored and removed to a staging or storage area when contents are within6 inches of the top.

Wastes shall be classified, managed, stored, and disposed in accordance with Federal, State, and local laws and regulations.

1.16 CONTRACTORGENERATED HAZARDOUS WASTES/EXCESS HAZARDOUS MATERIALS. Hazardous waste is defined in 40 CFR 261, or are as defined by applicable State and local regulations. Hazardous materials are defined in 49 CFR 171 - 178. The Contractor shall, at a minimum, manage and store hazardous waste in compliance with 40 CFR 262. The Contractor shall take sufficient measures to prevent spillage of hazardous and toxic materials during dispensing. The Contractor shall segregate hazardous waste from other materials and wastes, shall protect it from the weather by placing it in a safe covered location, and shall take precautionary measures against accidental spillage. The Contractor shall be responsible for storage, describing, packaging, labeling, marking, and placarding of hazardous waste and hazardous material in accordance with 49 CFR 171- 178, State, and local laws and regulations. The Contractor shall transport Contractor generated hazardous waste off the construction site in accordance with the Environmental Protection Agency and the Department of Transportation laws and regulations. The Contractor shall dispose of hazardous waste in compliance with Federal, State and local laws and regulations. Spills of hazardous or toxic materials shall be immediately reported to the Contracting Officer. Cleanup and cleanup costs due to spills shall be the Contractor's responsibility. The disposition of Contractor generated hazardous waste, and excess hazardous materials are the Contractor's responsibility.

1.17 POSTCONSTRUCTION CLEANUP. The Contractor shall clean up all areas used for construction in accordance with Contract Clause 52.236- 12 CLEANING UP. The Contractor shall, unless otherwise instructed in writing by the Contracting Officer, obliterate all signs of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other vestiges of construction prior to final acceptance of the work.

1.18 SCHEDULE. The Contractor shall complete the required demolition and installation of the joint sealant no later than 1Oct 2025.

2. PRODUCTS.

2.1 BACKERROD. The contractor shall use backer rods of the appropriate size for the gap between panels or rough opening and door, window, or louver frame. The backer rod should be 25 to 50 percent larger than the joint. The Contractor shall submit a catalog cut to the Contracting Officer for information only.

2.2 JOINTSEALANT. The contractor shall use a joint sealant product that is compatible with masonry construction. The product shall conform to ASTM C920 Class 25. The sealant shall provide movement between concrete verticals panels or brick exterior facade of +/- 25%. The joint sealant shall be non-shrink and non-sag appropriate for its intended application (horizontal or vertical). The color of the new joint sealant shall match the color of the existing joint sealant. Surface preparation and installation requirements shall follow the manufacturer's recommendations and include backer rod type, size and placement depth, conditions that warrant the use of a primer, and temperature range for optimum application.

2.2.1 The contractor shall submit documentation from the sealant manufacturer showing compliance with ASTM C920 Class 25.

2.2.2 The contractor shall submit documentation indicating the final cured color of the joint sealant for Government Approval.

2.2.3 The contractor shall submit the installation instructions from joint sealant manufacturer for information only.

3. EXECUTION.

3.1 DEMOLITION. The Contractor shall route out and replace any existing flexible vertical surface joint material between building panels and around all windows and doors and louvers, as well as the vertical control and expansion joints at Lock 2.The Contractor shall take any necessary precautions to avoid damage to existing items that are to remain in place, to be reused, or to remain the property of the government. The Contractor shall sufficiently clean and resurface the joint according to the join sealant manufacturer's instructions.

3.2 WORKMANSHIP.

3.2.1 INSTALLATION. Do not use sealant that has exceeded its shelf life or has jelled and cannot be discharged in a continuous flow from the sealant gun. Apply sealants in accordance with the manufacturer's written instructions with a gun having a nozzle that fits the joint width. Work sealants into the joint to fill the joints solidly without air pockets. Tool sealant after application to ensure adhesion. Apply sealant uniformly smooth and free of wrinkles. Upon completion of sealant application, roughen partially filled or unfilled joints, apply additional sealant, and tool smooth. Apply sealer over sealants in accordance with the sealant manufacturer's written instructions.

3.2.2 PROTECTION AND CLEANING. Protect areas adjacent to joints from sealant smears. Masking tape may be used for this purpose if removed 5 to 10 minutes after the joint is filled and no residual tape marks remain.

3.2.3 FINAL CLEANING. Upon completion of sealant application remove remaining smears and stains and leave the work in a clean and neat condition. Immediately remove fresh sealant that has been smeared on adjacent masonry, rub clean with solvent, and remove solvent residue in accordance with sealant/solvent manufacturer's printed instructions. Allow excess sealant to cure for 24 hours then remove by wire brushing or sanding .Remove resulting debris.

3.2.4 FINAL APPEARANCE. Each joint shall be tooled toa neat and smooth visual appearance. The Contracting Officer reserves the right o reject acceptance of portions of sealant filled joints or entire sealant filled joints if they do not meet a reasonable level of workmanship. Joint sealant that appears rough, is not neatly tooled, appears wrinkled, is not completely adhered to the masonry, or if pinholes are present, will not be measured for payment and shall be completely removed and re-installed at the Contractor's expense.

3.2.5 WEEPS. Existing weeps around windowsills or as part of a masonry cavity wall shall be replaced in kind, if present. In no case will open voids be allowed in lieu of providing a fiber weep material. Replacement weeps shall match existing.

Requirements Lock 2 Joint seal repair at three buildings.

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.246-12 Inspection of Construction. Aug 1996

Overall Contract Inspection/Acceptance Locations

Inspection and Acceptance Location

Both Destination Instructions: All inspections and work are to be done at:

Lock and Dam No. 2 1350 Lock and Dam Road Hastings, MN 55033

DoDAAC: W912ES CountryCode: USA

W07V ENDIST ST PAUL

KO CONTRACTING DIVISION, 332 MINNESOTA STREET SUITE 1500

SAINT PAUL, MN 55101-1323

UNITED STATES

Benjamin Knutson Email: benjamin.t.knutson@usace.army.mil Telephone: 651-290-5418

Section F - Deliveries or Performance

Overall Contract Delivery Period

From 01 Aug 2025 to 31 Oct 2025

From date of lead time event to completion of performance 90 Calendar Days Date of Notice to Proceed Receipt

From date of lead time event to beginning of performance 10 Calendar Days Date of Notice to Proceed Receipt

Line Item Delivery Schedule Quantity Address and POC

Delivery On Or Before Delivery Date 31 Oct 2025

Period of Performance From 01 Aug 2025 To 31 Oct 2025

1 Job Place of Performance DoDAAC: 966304 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

LOCK AND DAM 2, HASTINGS MN 55033

HASTINGS, MN 55033

UNITED STATES

STEVEN G HEIDBRIDER, DELIVER_TO_EMP_ID_NO

Email: steven.g.heidbrider@usace.army.mil

Period of Performance From 01 Aug 2025 To 31 Oct 2025

1 Each

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.247-34 F.o.b. Destination. Jan 1991

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

252.201-7000 Contracting Officer's Representative. Dec 1991 252.232-7003 Electronic Submission of Payment Requests and Receiving Reports. Dec 2018 252.236-7000 Modification Proposals--Price Breakdown. Dec 1991

DFARS Clauses Incorporated by Full Text

252.232-7006 Wide Area WorkFlow Payment Instructions. (Tailored) (Jan 2023)

WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) As used in this clause- Definitions.

"Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

"Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

"Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

"Payment request" and "receiving report" are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as Electronic invoicing.

authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) To access WAWF, the Contractor shall- WAWF access.

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice WAWF training.

Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the "Web Based Training" link on the WAWF home page at https://wawf.eb.mil/

(e) Document submissions may be via web entry, Electronic Data Interchange, or File Transfer WAWF methods of document submission.

Protocol.

(f) The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF payment instructions.

WAWF for this contract or task or delivery order:

(1) The Contractor shall submit payment requests using the following document type(s): Document type.

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items-

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

NA

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

NA

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial financing, submit a commercial financing request.

(2) ) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

(3) The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF Document routing.

when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC NA

Issue By DoDAAC NA

Admin DoDAAC NA

Inspect By DoDAAC NA

Ship To Code NA

Ship From Code NA

Mark For Code NA

Service Approver (DoDAAC) NA

Service Acceptor (DoDAAC) NA

Accept at Other DoDAAC NA

LPO DoDAAC NA

DCAA Auditor DoDAAC NA

Other DoDAAC(s) NA

(4) The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in Payment request.

accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F. Receiving report.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

Not applicable

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

Section H - Special Contract Requirements

"General Decision Number: MN20250045 06/13/2025

State: Minnesota

Construction Type: Building

County: Dakota County in Minnesota.

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

Please refer to Minnesota Rules 5200.1100, 5200.1101, and

5200.1102 for definitions of labor classifications on this wage determination, and direct any questions regarding such classifications to the Branch of Construction Wage Determinations.

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 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 02/07/2025 1 05/02/2025 2 06/13/2025

* SAMN2024-029 12/23/2024

Rates Fringes

ARTICULATED HAULER...............$ 46.99 25.20

ASBESTOS ABATEMENT WORKER........$ 41.23 25.99

BLASTER..........................$ 34.26 18.54

BOILERMAKER......................$ 48.35 31.93

BOOM TRUCK.......................$ 46.51 26.40

BRICKLAYER.......................$ 48.23 26.53

CARPENTER........................$ 45.54 29.34

CARPET LAYER (LINOLEUM)..........$ 45.25 26.98

CEMENT MASON.....................$ 51.21 25.47

Drywall Taper....................$ 41.72 29.72

ELECTRICIAN......................$ 53.91 36.48

ELEVATOR CONSTRUCTORS............$ 62.52 45.36

FLAG PERSON......................$ 43.39 24.74

GLAZIER..........................$ 48.98 26.75

HEATING AND FROST INSULATORS.....$ 57.24 31.95

IRONWORKER.......................$ 44.85 35.72

LABORER: Common or General

(GENERAL LABOR WORK).............$ 43.39 24.74

LABORER: Landscape

(GARDENER, SOD LAYER AND

NURSERY OPERATOR)................$ 31.66 22.78

LABORER: Skilled (ASSISTING

SKILLED CRAFT JOURNEYMAN)........$ 43.39 24.74

LANDSCAPING EQUIPMENT

(INCLUDES HYDRO SEEDER OR

MULCHER, SOD ROLLER, FARM

TRACTOR WITH ATTACHMENT

SPECIFICALLY SEEDING,

SODDING, OR PLANT, AND

TWO-FRAMED FORKLIFT

(EXCLUDING FRONT,

POSIT-TRACK, AND SKID STEER

LOADERS), NO EARTHWORK OR

GRADING FOR ELEVATIONS)..........$ 31.66 22.78

LATHER...........................$ 47.00 26.85

MILLWRIGHT.......................$ 41.66 35.40

PAINTER (INCLUDING HAND

BRUSHED, HAND SPRAYED, AND

THE TAPING OF PAVEMENT

MARKINGS)........................$ 44.00 27.69

PAVEMENT MARKING OR MARKING

REMOVAL EQUIPMENT ((ONE OR

TWO PERSON OPERATORS);

SELF-PROPELLED TRUCK OR

TRAILER MOUNTED UNITS.)..........$ 37.05 19.39

Piledriver (INCLUDING

VIBRATORY DRIVER OR EXTRACTOR

FOR PILING AND SHEETING

OPERATIONS)......................$ 49.46 30.23

PIPEFITTER/STEAMFITTER...........$ 55.94 34.50

PIPELAYER (WATER, SEWER AND

GAS).............................$ 47.50 26.12

PLASTERER........................$ 47.93 25.34

PLUMBER..........................$ 60.35 32.45

POWER EQUIPMENT OPERATOR:

(Commercial Group 1).............$ 51.03 26.90

HELICOPTER PILOT; TOWER CRANE 250 FEET AND OVER; TRUCK CRAWLER

CRANE WITH 200 FEET OF BOOM AND OVER, INCLUDING JIB

POWER EQUIPMENT OPERATOR:

(Commercial Group 2).............$ 50.64 26.90

TOWER CRANE 200 FEET AND OVER; CONCRETE PUMP WITH 50

METERS/164 FEET OF BOOM AND OVER; PILE DRIVING WHEN THREE

DRUMS IN USE; TRUCK OR CRAWLER CRANE WITH 150 FEET OF BOOM UP

TO AND NOT INCLUDING 200 FEET, INCLUDING JIB

POWER EQUIPMENT OPERATOR:

(Commercial Group 3).............$ 49.05 26.90

ALL-TERRAIN VEHICLE CRANES; CONCRETE PUMP 32-49 METERS/102-164

FEET; DERRICK (GUY & STIFFLEG); SELF-ERECTING TOWER CRANE 100

FEET AND OVER MEASURED FROM BOOM FOOT PIN; STATIONARY TOWER

CRANE UP TO 200 FEET; TRAVELING TOWER CRANE; TRUCK OR CRAWLER

CRANE UP TO AND NOT INCLUDING 150 FEET OF BOOM, INCLUDING JIB

POWER EQUIPMENT OPERATOR:

(Commercial Group 4).............$ 48.68 26.90

CRAWLER BACKHOE INCLUDING ATTACHMENTS; FIREPERSON, CHIEF

BOILER LICENSE; HOIST ENGINEER (THREE DRUMS OR MORE);

LOCOMOTIVE; OVERHEAD CRANE (INSIDE BUILDING PERIMETER);

TRACTOR . BOOM TYPE

POWER EQUIPMENT OPERATOR:

(Commercial Group 5).............$ 46.51 26.90

AIR COMPRESSOR 450 CFM OR OVER (TWO OR MORE MACHINES);

CONCRETE MIXER; CONCRETE PUMP UP TO 31 METERS/101 FEET OF

BOOM; DRILL RIGS, HEAVY ROTARY OR CHURN OR CABLE DRILL WHEN

USED FOR CAISSON FOR ELEVATOR OR BUILDING CONSTRUCTION;

FORKLIFT; FRONT END, SKID STEER 1 C YD AND OVER; HOIST

ENGINEER (ONE OR TWO DRUMS); MECHANIC (ON POWER EQUIPMENT);

POWER PLANT (100 KW AND OVER OR MULTIPLES EQUAL TO 100KW AND

OVER); PUMP OPERATOR AND/OR CONVEYOR (TWO OR MORE MACHINES);

SELF-ERECTING TOWER CRANE UNDER 100 FEET MEASURED FROM BOOM

FOOT PIN; STRADDLE CARRIER; TRACTOR OVER D2; WELL POINT PUMP

POWER EQUIPMENT OPERATOR:

(Commercial Group 6).............$ 44.82 26.90

CONCRETE BATCH PLANT; FIREPERSON, FIRST CLASS BOILER LICENSE;

FRONT END, SKID STEER UP TO 1 C YD; GUNITE MACHINE; TRACTOR

OPERATOR D2 OR SIMILAR SIZE; TRENCHING MACHINE (SEWER, WATER,

GAS) EXCLUDES WALK BEHIND TRENCHER

POWER EQUIPMENT OPERATOR:

(Commercial Group 7).............$ 43.55 26.90

AIR COMPRESSOR 600 CFM OR OVER; BRAKEPERSON; CONCRETE

PUMP/PUMPCRETE OR COMPLACO TYPE; FIREPERSON, TEMPORARY HEAT

SECOND CLASS BOILER LICENSE; OILER (POWER SHOVEL, CRANE, TRUCK

CRANE, DRAGLINE, CRUSHERS AND MILLING MACHINES, OR OTHER

SIMILAR POWER EQUIPMENT); PICK UP SWEEPER (ONE CUBIC YARD

HOPPER CAPACITY); PUMP AND/OR CONVEYOR

POWER EQUIPMENT OPERATOR:

(Commercial Group 8).............$ 41.28 26.90

ELEVATOR OPERATOR; GREASER; MECHANICAL SPACE HEATER (TEMPORARY

HEAT NO BOILER LICENSE REQUIRED)

POWER EQUIPMENT OPERATOR:

(Highway/Heavy Group 2)..........$ 45.61 26.90

GRADER OR MOTOR PATROL; TUGBOAT 100 H.P. AND OVER WHEN LICENSE

REQUIRED

POWER EQUIPMENT OPERATOR:

(Highway/Heavy Group 3)..........$ 45.01 26.90

ASPHALT BITUMINOUS STABILIZER PLANT; CABLEWAY; DERRICK (GUY OR

STIFFLEG)(POWER)(SKIDS OR STATIONARY); DREDGE OR ENGINEERS,

DREDGE (POWER) AND ENGINEER; LOCOMOTIVE CRANE OPERATOR; TANDEM

SCRAPER; TUGBOAT 100 H.P AND OVER

POWER EQUIPMENT OPERATOR:

(Highway/Heavy Group 4)..........$ 44.67 26.90

AIR TRACK ROCK DRILL; AUTOMATIC ROAD MACHINE (CMI OR SIMILAR);

BACKFILLER OPERATOR; BITUMINOUS ROLLERS, RUBBER TIRED OR STEEL

DRUMMED (EIGHT TONS AND OVER); BITUMINOUS SPREADER AND

FINISHING MACHINES (POWER), INCLUDING PAVERS, MACRO SURFACING

AND MICRO SURFACING, OR SIMILAR TYPES (OPERATOR AND SCREED

PERSON); BROKK OR R.T.C. REMOTE CONTROL OR SIMILAR TYPE WITH

ALL ATTACHMENTS; CAT CHALLENGER TRACTORS OR SIMILAR TYPES

PULLING ROCK WAGONS, BULLDOZERS AND SCRAPERS; CHIP HARVESTER

AND TREE CUTTER; CONCRETE DISTRIBUTOR AND SPREADER FINISHING

MACHINE, LONGITUDINAL FLOAT, JOINT MACHINE, AND SPRAY MACHINE;

CONCRETE MOBIL; CRUSHING PLANT (GRAVEL AND STONE) OR GRAVEL

WASHING, CRUSHING AND SCREENING PLANT; CURB MACHINE;

DIRECTIONAL BORING MACHINE; DOPE MACHINE (PIPELINE); DUAL

TRACTOR; ELEVATING GRADER; GPS REMOTE OPERATING OF EQUIPMENT;

HYDRAULIC TREE PLANTER; LAUNCHER PERSON (TANKER PERSON OR

PILOT LICENSE); LOCOMOTIVE; MILLING, GRINDING, PLANNING, FINE

GRADE, OR TRIMMER MACHINE; PAVEMENT BREAKER OR TAMPING MACHINE

(POWER DRIVEN) MIGHTY MITE OR SIMILAR TYPE; PIPELINE WRAPPING,

CLEANING OR BENDING MACHINE; POWER ACTUATED HORIZONTAL BORING

MACHINE, OVER SIX INCHES; PUGMILL; RUBBER-TIRED FARM TRACTOR

WITH BACKHOE INCLUDING ATTACHMENTS; SCRAPER; SELF-PROPELLED

SOIL STABILIZER; SLIP FORM (POWER DRIVEN) (PAVING); TIE TAMPER

AND BALLAST MACHINE; TRACTOR, WHEEL TYPE, OVER 50 H.P. WITH

PTO UNRELATED TO LANDSCAPING; TUB GRINDER, MORBARK, OR SIMILAR

TYPE

POWER EQUIPMENT OPERATOR:

(Highway/Heavy Group 5)..........$ 41.36 26.90

BITUMINOUS ROLLER (UNDER EIGHT TONS); CONCRETE SAW (MULTIPLE

BLADE) (POWER OPERATED); FORM TRENCH DIGGER (POWER); HYDRAULIC

LOG SPLITTER; LOADER (BARBER GREENE OR SIMILAR TYPE); POST

HOLE DRIVING MACHINE/POST HOLE AUGER; POWER ACTUATED JACK;

SELF-PROPELLED CHIP SPREADER (FLAHERTY OR SIMILAR); SHEEP FOOT

COMPACTOR WITH BLADE . 200 H.P. AND OVER; SHOULDERING MACHINE

(POWER) APSCO OR SIMILAR TYPE INCLUDING SELF-PROPELLED SAND

AND CHIP SPREADER; STUMP CHIPPER AND TREE CHIPPER; TREE FARMER

(MACHINE)

POWER EQUIPMENT OPERATOR:

(Highway/Heavy Group 6)..........$ 40.02 26.40

CAT, CHALLENGER, OR SIMILAR TYPE OF TRACTORS, WHEN PULLING

DISK OR ROLLER; DREDGE DECK HAND; GRAVEL SCREENING PLANT

(PORTABLE NOT CRUSHING OR WASHING); LEVER PERSON; POWER

SWEEPER; SHEEP FOOT ROLLER AND ROLLERS ON GRAVEL COMPACTION,

INCLUDING VIBRATING ROLLERS; TRACTOR, WHEEL TYPE, OVER 50

H.P., UNRELATED TO LANDSCAPING

ROOFER...........................$ 45.70 24.84

SHEET METAL WORKER...............$ 57.96 34.57

SIGN ERECTOR.....................$ 37.19 19.88

SPRINKLER FITTER.................$ 59.81 34.85

Survey Field Technician

(OPERATE TOTAL STATION, GPS

RECEIVER, LEVEL, ROD OR RANGE

POLES, STEEL TAPE

MEASUREMENT; MARK AND DRIVE

STAKES; HAND OR POWER DIGGING

FOR AND IDENTIFICATION OF

MARKERS OR MONUMENTS; PERFORM

AND CHECK CALCULATIONS;

REVIEW AND UNDERSTAND

CONSTRUCTION PLANS AND LAND

SURVEY MATERIALS)................$ 43.39 24.74

TERRAZZO WORKER..................$ 46.27 26.64

TILE FINISHER....................$ 35.15 24.36

TILE SETTER......................$ 42.76 30.32

TRAFFIC CONTROL PERSON

(TEMPORARY SIGNAGE)..............$ 43.39 24.74

TRUCK DRIVER (Group 1)...........$ 32.85 9.02

MECHANIC; TRACTOR TRAILER DRIVER; TRUCK DRIVER (HAULING

MACHINERY INCLUDING OPERATION OF HAND AND POWER OPERATED

WINCHES)

TRUCK DRIVER (Group 2)...........$ 38.39 23.70

FOUR OR MORE AXLE UNIT, STRAIGHT BODY TRUCK

TRUCK DRIVER (Group 3)...........$ 16.85 ** 6.49

BITUMINOUS DISTRIBUTOR DRIVER; BITUMINOUS DISTRIBUTOR (ONE

PERSON OPERATION); THREE AXLE UNITS

TRUCK DRIVER (Group 4)...........$ 25.50 9.42

BITUMINOUS DISTRIBUTOR SPRAY OPERATOR (REAR AND OILER); DUMP

PERSON; GREASER; PILOT CAR DRIVER; RUBBER-TIRED, SELF-

PROPELLED PACKER UNDER 8 TONS; TWO AXLE UNIT; SLURRY OPERATOR;

TANK TRUCK HELPER (GAS, OIL, ROAD OIL, AND WATER); TRACTOR

OPERATOR, UNDER 50 H.P.

Tunnel Miner.....................$ 43.13 24.24

UNDERGROUND AND OPEN DITCH

LABORER (EIGHT FEET BELOW

STARTING GRADE LEVEL)............$ 45.50 26.12

WIRING SYSTEM TECHNICIAN.........$ 47.73 22.24

WIRING SYSTEMS INSTALLER.........$ 33.44 17.82

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…