Amend0001_N4008018B3043.pdf

WO# 1296572

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

This amendment has been issued to address Contractor Requests for Information, update the Davis Bacon Wage Determination to include the latest revisions, attach the Site Visit Conference Agenda and sign-in sheet, update "Instruction To Bidders", and to delete document 00 22 13.00 20 from the Specifications and Draw ings. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 11-Sep-2018

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N4008018B3043

X 9B. DATED (SEE ITEM 11)

20-Aug-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Sep-2018

CODE

PUBLIC WORKS DEPARTMENT

NAS, PATUXENT RIVER

22445 PEARY ROAD, BLDG 504

PATUXENT RIVER MD 20670-5504

N40080 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008018B3043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The following have been added by full text:

AMENDMENT 0001 – RFIs (Q&A)

N4008018B3043 – Amendment 0001 – Request for Information (RFI)

QUESTIONS & ANSWERS

Question: Per page 291 of 302, 3.1.4, Fastening, third sentence: “Install split-ring and sheer-plate connectors in pre-cut grooves of the dimensions as recommended by the manufacturer. Force tooth-ring and spike-grid connectors and clamping plates into contact surfaces of timbers joined by means of proper pressure tools; at joints embed connectors of these types simultaneously and uniformly”. We do not see any details in the drawings that pertain to this specification. Are there any of these type connections and if so, can you please provide detailed information as to the application and quantities as well as specifications from the manufacturer?

ANSWER: The drawings do not indicate any of these type of connections and therefore this spec section is not applicable.

Question: Are there previous As-built drawings, pile driving records and a geotechnical report available for the existing pier?

ANSWER: Information shown on Sheet D-01 (Sheet 5 of 10) was developed from all known drawings. There are no known as-builts for this pier or geotechnical reports in this area.

Question: The pile lengths specified in the specs are 55’ and the piles on the drawings are 30’ and 40’ respectively (Sheet 6 of 10, S-01). Can the pile lengths be clarified or will they be based on test pile results? The specs indicate one test pile but not a length. Is the 55’ length referenced for the test pile? If there is a 55’ test pile, is it also required to be inspected by a third party as well as the production piles? This would add additional expense and delay to the project.

ANSWER: 55 represents the approximate number of piles to be driven. It does not reference a length. The only pile lengths are the 30 and 40’ lengths as indicated on the drawings. The load test is a required submittal item for Navy/CG approval. There will be no third party inspection required.

Question: Timber for bracing is specified as “Marine Grade”, (no sapwood all for sides). In the industry we as marine contractors have not been able to get this grade for many years, as it is just not available. If you have a source of supply, can you please provide, so that we can quote this material? If not would a Grade #1 SR material be an acceptable alternative?

ANSWER: Grade #1 SR is acceptable.

Question: Regarding the Environmental, SEC controls; are there any Sediment and erosion or environmental controls other than the Super Silt fence shown on the plans, such as turbidity curtain for demolition?

ANSWER: The USACE permit indicates that a turbidity curtain should be used to minimize disturbance during construction.

Question: Are there any utilities below waterline coming into the work area or do they all originate from landside?

ANSWER: There are no known utilities that come up from below the waterline.

Question: Is the MHW 1.2’ as indicated on Sheet (6 of 10, S-01) of the drawings accurate?

ANSWER: Yes, it is accurate for that area.

Question: Are there any height restrictions so far as equipment (crane height) operations, that would need to be addressed concerning aircraft, base operations or otherwise at the jobsite?

ANSWER: Crane heights, markings and operations shall be coordinated between the contractor and the FAA through the 7460-1 process prior to beginning construction.

Question: It would be helpful to know if the distance is 50,000 feet or greater, away from those operations or any local municipal airport for FAA regulations. Can you please confirm the distance from closest Base operations or other FAA regulated operations or give maximum height restrictions during working hours?

ANSWER: The pier is located approximately 3,000 feet away from the active runways on this installation. Crane heights, markings and operations shall be coordinated between the contractor and the FAA through the 74601-1 process prior to beginning construction.

Question: Is weekend work allowed?

ANSWER: Weekend, after hours of federal holiday work shall be requested by the contractor no less than 15 days prior and shall be approved by the contracting officer and USCG.

Question: What is the bearing capacity of the piles for the pier, the fender piles and the batter piles?

ANSWER: The bearing capacity should be determined by the test pile. Fender piles and batter piles should be driven to tip elevations shown on the drawings.

Question: Are all permits acquired and there are no restrictions for in water work or otherwise?

ANSWER: All permits have been acquired. There are no in-water work restrictions anticipated.

Question: Can you please provide the location of the closest Benchmark?

ANSWER: There multiple benchmarks available on the installation with recorded information on the National Geodetic Survey website.

The following have been modified:

SPECIFICATIONS AND DRAWINGS

See attached

[DELETE] DOCUMENT 00 22 13.00 20 “SUPPLEMENTARY INSTRUCTIONS TO OFFERORS” has been deleted via Amendment 0001.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

INSTRUCTION TO BIDDERS

SOLICITATION N40080-18-B-3043 “U.S. COAST GUARD PIER DEMOILITION&

CONSTRUCTION

For complete project requirements, see Specification N40080-3228073 and the associated drawings, which are attached with this solicitation.

A COMPLETE BID SUBMISSION CONSISTS OF THE FOLLOWING:

1. A completed Standard Form 1442 to include all of the required fill-in information.

2. Completed Bid Schedule sheet (Section 00010).

3. The signature of an authorized company representative on the Standard Form 1442.

4. A bid bond in accordance with FAR 52.228-1 Bid Guarantee.

5. Acknowledgement of any solicitation amendments.

6. Completed representations and certifications in accordance with the solicitation clauses.

FAILURE TO SUBMIT ANY OF THE ABOVE INFORMATION MAY RESULT IN THE

BIDDER BEING REJECTED AS NONRESPONSIVE PER FAR 14.301(a). Incomplete bids will not be considered.

BID NOTES:

1. The bid for CLIN 0001 shall include all markups (overheads, labor burden, and profit).

BASIS FOR AWARD: For award purposes, the lowest bid shall be the conforming, responsive, responsible bidder with the lowest price for Contract Line Item 0001.

1. SUMMARY: The following paragraphs are supplemental instructions / information for Bidder to be used in conjunction with the clauses of the solicitation.

Disclosure of the magnitude of construction projects (FAR 36.204): Estimated cost for construction is between $500,000 and $1,000,000.

The Government will not provide hard copies of this solicitation, including specifications and drawings, to Bidders.

Bidders are responsible for downloading the technical documents and attachments.

2. POINT OF CONTACT: The pre-award point of contact for this project-award is Ms. Paige Kimbrough, 301-757-4933. Please forward any questions regarding this solicitation in writing to Ms. Paige Kimbrough, email address: Paige.KimbroughRowan@navy.mil.

3. CHANGES TO THE SOLICITATION: All changes will be issued via Amendment and posted on the NECO website.

ALL INQUIRIES ARE REQUIRED TO BE SUBMITTED BY 2:00 PM EST ON 04

SEPTEMBER 2018.

Inquiries regarding this solicitation shall be addressed to Ms. Paige Kimbrough, email address:

Paige.KimbroughRowan@navy.mil not later than 04 September 2018. Inquiries submitted after this deadline will not be answered. Pre-bid inquiries shall include an email subject line formatted as follows:

“PRE-BID INQUIRY SOLICITATION N40080-18-B-3043”

4. MINIMUM INSURANCE REQUIREMENTS

a. If awarded the contract, the Contractor shall procure and maintain during the entire period of performance under this contract the following minimum insurance coverage (also refer to FAR 52.228-5):

1. Comprehensive General Liability: $500,000 per occurrence.

2. Automobile Liability: $200,000 per person, $500,000 per occurrence, $20,000 per occurrence for property damage.

3. Workmen’s Compensation: As required by Federal and State workers’ compensation and occupational disease laws.

4. Employer’s Liability Coverage: $100,000 except in states where workers compensation may not be written by private carriers.

5. Any other insurance policy as required by the state of Maryland.

b. Prior to commencement of work, the Contractor shall furnish to the Contracting Officer a certificate or written statement of the above required insurance coverage. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance shall not be effective for such period as may be prescribed by laws of the state in which this contract, N40080-18-C-3043 is to be performed, and in no event less than thirty (30) days after written notice thereof to the Contracting Officer.

c. The Contractor agrees to insert the substance of this clause, including this paragraph (c), in all subcontracts hereunder.

Cancellation Language: The cancellation language must state, "Any cancellation or any change in the limits of liability shall not be effective (1) for such period as the laws of the state in which this contract is to be performed prescribe; or (2) until 30 days after the insurer gives written notice to the Contracting Officer, whichever period is longer.” Wording such as "will endeavor to mail notice" or “failure to mail such notice shall impose no obligation or liability" does not comply with the contract requirements and therefore is not acceptable.

5. SITE VISIT:

See FAR 52.236-27

1. Date and Time – Wednesday, 30 August 2018; 1:00 PM EST

2. Site Visit Location: B504 Public Works, 22445 Peary Road, Naval Air Station (NAS) Patuxent River, Maryland.

3. Pre site Visit Requirements: Visitor requests must be emailed to:

Ms. Paige Kimbrough, email address: Paige.KimbroughRowan@navy.mil

a. All visitors that do not have access to the base must submit a completed base access request form no later than Tuesday, 28 August 2018 to the individual listed above. A blank Base Access Request form is provided as an attachment to this solicitation.

Foreign national visitors require two weeks advance notice prior to entrance so that proper clearance and escort may be initiated. Therefore, foreign nationals will not be permitted to attend the site visit. In accordance with the Commander, Navy Installations Command (CNIC) Memorandum of May 5, 2017, the Navy Commercial Access Control System (also known as RapidGate) will no longer be accepted at this Navy installation. Installation access will now be required under the Defense Biometric Identification System (DBIDS) for Contractors and Vendors. Additional details may be found at the Commander, Navy Installations Command website at https://www.cnic.navy.mil/om/dbids.html.

b. On the day of the site visit, all visitors who submitted their information following instructions in section (a) above, will meet Building 504 Public Works located at 22445 Peary Road, NAS Patuxent River, MD. The meeting will be held in the first floor FEAD conference room, and will begin promptly at 1:00 PM EST. After a review of the project requirements, a site visit will be conducted at the U.S.Coast Guard Site at Webster Field.

c. For those with current base access, a new base access request is not required.

However, please submit names of those attending to help with coordination of site visit.

4. Contact information:

Contract Specialist: Ms. Paige Kimbrough, (301) 757-4933; email address:

Paige.KimbroughRowan@navy.mil

6. CONTRACTOR EVALUATION PERFORMANCE REPORTING (CPAR):

The Contractor is required to provide the Government with the name, phone number and e-mail address of the “Contractor’s Representative” that will be responsible for receipt and review of performance evaluations prepared by the Government. It is the Contractor’s responsibility to keep this contact information current. Prime Contractor should become familiar with the CPAR Program requirements at https://cpars.csd.disa.mil.

7. EMPLOYMENT ELIGIBILITY VERIFICATION:

If Contractor is not enrolled at time of award, then the Contractor shall enroll within 30 days.

Refer to FAR 52.222-54 for further instructions.

8. WAWF INVOICE PROCESSING:

This Contractor will utilize electronic invoice processing. Refer to DFAR 252.232-7006 and DFAR 252.232-7003 for further information.

9. DELIVERY OF BID:

Bids are due by 18 September 2018, 2:00 PM EST. The bid opening will be held on 18 September 2018, 2:00 PM EST at the FEAD conference room, floor 1, located at Building 504 Public Works, 22445 Peary Road, Naval Air Station (NAS) Patuxent River, MD 20670.

Packages containing bids must be sealed and clearly marked with the following statement on the front of the package: “Bid for Solicitation N40080-18-B-3043”. Bidders shall affix their names and return addresses in the upper left corner of the bid package. The outermost wrapper of all bid packages should clearly identify the solicitation number and the date and time of required bid submission.

Bids shall be time stamped at the front desk by the front desk attendant and deposited into the bid box at the following location:

NAVFAC Washington/Public Works Department 22445 Peary Road, Building 504, 1st Floor Acquisition Office NAS Patuxent River, MD 20670 Attention: Ms. Paige Kimbrough

Bidders requiring access to NAS Patuxent River to deliver bids shall submit base access form. This information shall be submitted to Ms. Paige Kimbrough, email address:

Paige.KimbroughRowan@navy.mil no later than five (5) working days prior to the bid opening date. The email shall contain a subject line formatted as follows:

“REQUEST SPONSORSHIP FOR BID DELIVERY, SOLICITATION N40080-18-B-3043”

Access to the Bid Box is only on working days between the hours of 7:30 AM and 4:00 PM Eastern Standard Time. The term “working days” excludes weekends and Federal holidays.

Hand-carried bids must be deposited by a representative of the bidder in the Bid Box at the above address prior to the time and date set for bid receipt. Any hand carried bids submitted after the time and date set for receipt will not be accepted.

Bids may be delivered via the US Postal Service, UPS, FedEx, or other delivery service;

however, the responsibility lies with the bidder to ensure timely delivery. Bids mailed shall be sent to the address below:

NAVFAC Washington/Public Works Department 22445 Peary Road, Building 504, 1st Floor Acquisition Office NAS Patuxent River, MD 20670

Late Bids will be handled in accordance with FAR 14.304 - Submission, Modifications and Withdrawal of Bids.

Electronic copies and Facsimile copies will NOT be accepted.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

DAVIS BACON WAGE DETERMINATION

General Decision Number: MD180040 09/07/2018 MD40

Superseded General Decision Number: MD20170040

State: Maryland

Construction Types: Heavy (Heavy and Sewer and Water Line) Counties: Caroline, Dorchester, Kent, St Mary's, Talbot and Worcester Counties in Maryland.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 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, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 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 calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 02/02/2018 2 03/23/2018 3 06/08/2018 4 09/07/2018

ELEC0024-004 06/03/2018

CAROLINE, DORCHESTER, KENT, SOMERSET, TALBOT, WICOMICO and

WORCESTER COUNTIES

Rates Fringes

ELECTRICIAN......................$ 25.00 5%+12.74

* ELEC0026-013 06/04/2018

ST. MARY'S COUNTY

Rates Fringes

Electricians.....................$ 45.45 18.01+a a.PAID HOLIDAYS: New Year's Day, Inauguration Day, Martin Luther King Jr.'s Birthday, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the day after Thanksgiving Day and Christmas Day.

SUMD2010-052 09/28/1995

Rates Fringes

Carpenters.......................$ 12.89 1.12

Laborers:

Pipelayers..................$ 9.08 Unskilled...................$ 7.60 1.23

Painters: (Brush)................$ 9.43

Plumbers.........................$ 10.50 1.06

Power equipment operators:

Backhoes....................$ 12.29 Bulldozers..................$ 12.25 1.62 Cranes......................$ 15.55 2.50 Excavators..................$ 12.54 2.14 Loaders.....................$ 11.99 Trenching Machines..........$ 15.00

Truck Driver, Dump...............$ 9.23 1.61 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

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 www.dol.gov/whd/govcontracts.

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) (ii)).

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

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which 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. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of 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. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write 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 the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write 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 by 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

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)