Amend_02.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to extend the bid opening date to read Wednesday 14 September 2016 at 2:00pm and to make the follow ing changes and answ er questions posted on ProjNet:

Updated information to CLIN 0004 Period of Performance in CLAUSE 52.211-10 Update the Wage Rates Update to Plans and Specifications as noted in follow ing summary of changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 17

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

16C. DATE SIGNED

BY 08-Sep-2016

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 W912DQ-16-B-1001

X 9B. DATED (SEE ITEM 11)

09-Aug-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 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

08-Sep-2016

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ-16-B-1001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 08-Sep-2016 02:00 PM to 14-Sep-2016 02:00 PM.

The contractor period of performance end date has increased by 60 days from 210 days to 270 days.

CLIN 0004

The CLIN description has changed from Articulated Stone Riprap to Articulated Contrete Block Revetment.

The CLIN extended description has changed from Offeror to furnish all labor, equipment, and material, and perform all operations associated with the Articulated Stone Riprap in accordance with the contract documents.

to Offeror to furnish all labor, equipment, and material, and perform all operations associated with the Articulated Cocrete Block Revetment in accordance with the contract documents..

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFEROR

The following have been added by full text:

AMENDMENT 0002

NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.

1. SPECIFICATIONS: Narrative Changes

a. Specification 01 30 00 “Administrative Requirements”

(1) paragraph 1.9.1 “Working Hours”

Working hours for this project will be limited to Monday through Friday, 7:30 a.m. to 4:30 p.m., except as follows: Work will not be permitted on weekends and Federal holidays. In unusual circumstances, such as when utility turn-off is required for an extended period of time, authorization for Authorization for work outside of these hours, weekend or holiday work may be requested from the Contracting Officer; these instances are subject to Contracting Officer approval and must be coordinated well in advance, in writing. Short duration work which will disrupt normal operations or traffic flow must be scheduled at least 14 working days in advance with the Contracting officer and may require schedule changes to ensure that safety is maintained.

(2) Paragraph 1.21 SURVEY INFORMATION, is deleted.

1.21.1 Quantity Surveys Using Drawing Finish Lines

Where the TECHNICAL PROVISIONS provide for using the finish lines on drawings as the final lines for quantity measurement purposes, the Contractor shall, in addition to the requirements set forth in CONTRACTCLAUSE paragraph titled "Quantity Surveys", make final surveys at least at all locations (stations) where the Contractor performed original surveys.

1.21.2 Survey Markers

Reference is made to CONTRACT CLAUSE titled "Permits and Responsibilities", Chapter 60 of the Missouri Revised Statutes 1969, and rules titled "Maintenance of the Original US Public Land Survey Corners" adopted by the Division of Geology and Land Survey, Missouri Department of Natural Resources. The Contractor shall be responsible for removing and relocating survey markers. Relocation shall be performed by a professional Land Surveyor registered in Missouri.

(3) Specification Paragraph 1.22 SALVAGE MATERIALS AND EQUIPMENT, is deleted.

The Contractor shall maintain adequate property control records for all materials or equipment specified to be salvaged. These records may be in accordance with the Contractor's system or property control, if approved by the property administrator. The Contractor shall be responsible for the adequate storage and protection of all salvaged materials and equipment and shall replace, at no cost to the Government, all salvage materials and equipment which are broken or damaged during salvage operations as the result of his negligence, or while in his care.

b. Specification 01 50 00 “Temporary Construction Facilities and Controls”

(1) Paragraph 3.2.2 Payment for Utility Services, is deleted.

a. The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve any utilities furnished without charge.

c. The point at which the Government will deliver such utilities or services and the quantity available is as indicated. Pay all costs incurred in connecting, converting, and transferring the utilities to the work. Make connections, including providing meters; and providing transformers; and make disconnections.

(2) Paragraph 3.2.3 Meters and Temporary Connections, is deleted

At the Contractors expense and in a manner satisfactory to the Contracting Officer, provide and maintain necessary temporary connections, distribution lines, and meter bases (Government will provide meters) required to measure the amount of each utility used for the purpose of determining charges. Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utilities contract can be established. The Government will provide a meter and make the final hot connection after inspection and approval of the Contractor's temporary wiring installation. The Contractor will not make the final electrical connection.

c. Specification 01 57 19 “Temporary Environmental Controls” Add the following:

3.11 BIOLOGICAL RESOURSES

The Contractor shall minimize interference with, disturbance to, and damage to fish, wildlife, and plants including their habitat. The Contractor shall be responsible for the protection of threatened and endangered animal and plant species including their habitat in accordance with Federal, State, Regional, and local laws and regulations.

3.11.1. Protection of Northern Long-Eared and Indiana Bats

Clearing of trees is restricted to the period of time between the 1st of November and the 31st of March to avoid potential impact to Northern Long-Eared and Indiana Bats.

d. Specification 01 45 00.00 10 “Quality Control”, Paragraph 3.4.2 CQC System Manager

Identify as CQC System Manager an individual within the onsite work organization who is responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager must be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 2 years construction experience on construction similar to this contract or a construction person with a minimum of 5 years in related work. This CQC System Manager must be on the site at all times during construction and be employed by the prime Contractor. The CQC System Manager must be assigned as System Manager but may have duties as project superintendent in addition to quality control. The CQC System Manager must be assigned as System Manager but may have duties as project superintendent and SSHO in addition to quality control if they meet the requirements of those positions. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence.

The requirements for the alternate are the same as the CQC System Manager.

e. Specification 01 78 00 “Closeout Submittals” Delete entire section and replace with 01 78 00 “Closeout Submittals” provided with this amendment.

f. Specification 31 00 00 “Earthwork”. Delete entire section and replace with 31 00 00 “Earthwork” provided with this amendment.

g. Specification 31 62 14.02 12 “AUGER CAST GROUT PILES LOAD TESTS”

Paragraph 3.3 Compressive Strength Testing Prior to load testing piles shall achieve a minimum compressive grout strength of 4,0500 4,000 psi. Grout compressive strength results shall be included in the load test report. Testing shall be performed in accordance with Section 31 63 16 AUGER CAST GROUT PILES.

h. Specification 32 15 00 “Aggregate Surface Course”

Paragraph 2.1.3 Gradation Requirements

Gradation requirements specified in TABLE I shall apply to the completed aggregate surface. It is the responsibility of the Contractor to obtain materials that will meet the gradation requirements after mixing, placing, compacting, and other operations. TABLE I shows permissible gradings for granular material used in aggregate surface roads and airfields. Sieves shall conform to ASTM E 11.

TABLE I. GRADATION FOR AGGREGATE SURFACE COURSES

Sieve Designation No. 1 No. 2 No. 3 No. 4 1 in. 100 100 100 100 3/8 in. 50-85 60-100 -- -- No. 4 35-65 50-85 55-100 70-100 No. 10 25-50 40-70 40-100 55-100 No. 40 15-30 24-45 20-50 30-70

No. 200 8-15 8-15 8-15 8-15

i. Specification 35 31 19 “Stone Channel Protection for Structures”

Paragraph 2.2.1.1 Evaluation Testing of Stone

a. Bulk Specific Gravity Range. All stone shall have a minimum bulk specific gravity, saturated surface dry (SSD), of 2.4 based upon water having a unit weight of 62.4 pounds per cubic foot. The method of test for bulk specific gravity (SSD) shall be ASTM C 127.

b. Resistance to Freezing and Thawing. At least 60 percent of the quarry face, as represented by individual samples, shall show individual losses of less than 25 percent and the average loss of all samples shall be less than 25 percent. Determine the durability of stone when subjected to freezing and thawing in accordance with COE CRD-C 144.

c. Tests. Conduct the tests in accordance with applicable ASTM and Corps of Engineers methods of tests, given in the Handbook for Concrete and Cement, in a laboratory validated by the government. The cost of testing shall be borne by the Contractor.

Service records and/or tests will be used to determine the acceptability of the stone. New sources not previously evaluated by USACE shall be tested as listed below at the contractor's expense. All sources shall be re-tested in each even numbered year thereafter. Satisfactory service records may be accepted in odd numbered years in lieu of testing of previously approved sources of rock. Stone accepted on a service record shall have demonstrated its ability to withstand deterioration under service conditions. A suitable service record will show date last used, identification of ledges to be used, name of previous user, quantities produced since last tested, and results of most recent tests identified hereinafter. The source to be utilized shall have been tested within 24 months prior to use under this contract for all of the following tests, as determined necessary by the Contracting Officer.

j. Specification 35 31 19 “Stone Channel Protection for Structures”

Paragraph 2.2.2 Riprap

Only quarried stone shall be used. Riprap quality shall be as specified in paragraph GOVERNMENT TESTING AND STUDIES, subparagraph STONE. Stone shall be well graded and shall conform to the table(s) below.

RIPRAP – FOR UPPER REACH

PERCENT LIGHTER LIMITS OF STONE

BY WEIGHT (SSD) WEIGHT, LB.

100 200 85-95 150 30-50 75 0-15 20

RIPRAP - FOR TOE STABILIZATION

PERCENT LIGHTER LIMITS OF STONE

BY WEIGHT (SSD) WEIGHT, LB.

100 2300

85-95 1725 30-50 575 0-15 80

k. Specification 35 41 00 “Administrative Requirements”

(1) Paragraph 1.7.4 Subsurface Data, is deleted.

Subsurface soil boring logs are appended to this specification. Subsurface investigation reports and samples of materials obtained from subsurface investigations may be examined at the Kansas City District Office. These data represent subsurface information at the boring locations; however, variations may exist in the subsurface between boring locations. Groundwater levels indicated on the soil boring logs were levels found at the time of exploration. The groundwater table can vary significantly depending on time of year, variation from normal precipitation, and river stage.

2. DRAWINGS:

a. Revised Drawing Sheets. Delete the following Drawing Sheets in their entirety and replace with the revised sheets provided with this amendment.

G-002 - added new sheets to index, C-319 thru C-223, C-603 Revised title of sheet C-503 G-006 - added notation for Contractor’s Stockpile Area and revised Construction Boundary B-100 – Corrected notation for boring ADUC-12 C-101 – Revised Construction Boundary C-102 – Revised Construction Boundary, Revised Note 1, Revised down spout callout C-103 – Revised Construction Boundary C-104 – Revised Construction Boundary, Revised Note 1, Revised contours C-105 – Revised Construction Boundary C-106 – Revised contours, section letters, note 1.

C-107 - Revised several drawing features C-108 - Revised Note 1 C-109 - Revised several drawing features C-201 – Changed side slope annotation to “varies” C-202 – Revised section letters, changed side slope annotation to “varies” C-203 - Revised drainage features C-301 – Revised several drawing features C-302 – Revised several drawing features C-303 - Revised several drawing features C-304 – Revised topsoil callout C-402 - Revised Construction Boundary C-501 – Deleted Toe of Slope Standard Detail C-502 – Corrected dimension C-503 - Revised toe embedment detail, added trench detail, modified sheet title C-504 – Added notes C-601 – Revised Construction Boundary C-602 – Revised coordinate for point 11; deleted points 9 and 10

b. New Drawing Sheets. Insert the following new drawing sheets to the Plans.

C-319 - added new sheet C-320 - added new sheet C-321 - added new sheet C-322 - added new sheet C-323 - added new sheet C-603 - added new sheet

SECTION 00 72 00 - CONTRACT CLAUSES

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 7 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 270 days The time stated for completion shall include final cleanup of the premises.

If an/the option CLIN(s) is/are awarded, the following number of days will be added to the 270 day duration:

OPTION CLIN 0005 (+0) days OPTION CLIN 0006 ( +45) days OPTION CLIN 0007 (in concurrence with CLIN 0006) OPTION CLIN 0008 ( +30) days

(End of clause)

SECTION 00 73 46 - WAGE DETERMINATION SCHEDULE

The following have been modified:

WAGE RATES

General Decision Number: MO160016 08/19/2016 MO16

Superseded General Decision Number: MO20150016

State: Missouri

Construction Type: Building

County: Pemiscot County in Missouri.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/08/2016

1 01/22/2016

2 03/04/2016

3 06/17/2016

4 06/24/2016

5 07/01/2016

6 07/29/2016

7 08/19/2016

ASBE0090-002 10/01/2015

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 23.83 12.45

* BRMO0023-001 06/01/2016

BRICKLAYER.......................$ 29.68 10.64

* BRMO0023-003 06/01/2016

TILE SETTER......................$ 29.68 10.64

CARP0014-002 05/01/2015

CARPENTER (Form Work Only).......$ 24.02 15.55

CARP1310-005 05/01/2015

CARPENTER (Floor Layer)

(Vinyl Installation Only)........$ 31.08 15.45

ELEC0001-003 05/31/2015

ELECTRICIAN......................$ 34.20 17.44

ELEV0003-001 01/01/2016

ELEVATOR MECHANIC................$ 46.04 29.985+a+b

a. VACATION: Employer contributes 8% of basic hourly rate as vacation pay credit for more than 5 years of service; and 6% for 6 months to 5 years of service.

b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,the Friday after Thanksgiving Day and Christmas Day.

ENGI0513-014 05/01/2016

POWER EQUIPMENT OPERATOR:

Backhoe/Excavator/Trackhoe..$ 28.86 24.98

Bulldozer...................$ 28.86 24.98

Loader......................$ 28.86 24.98

Paver.......................$ 28.86 24.98

Roller......................$ 28.86 24.98

IRON0782-008 08/01/2013

IRONWORKER, REINFORCING AND

STRUCTURAL.......................$ 24.12 18.79

LABO1104-002 03/01/2016

LABORER

Brick Mason Tender..........$ 23.98 12.17

Landscape...................$ 22.66 12.17

PLAS0908-002 05/01/2016

CEMENT MASON/CONCRETE FINISHER...$ 26.60 16.28

PLUM0562-011 07/01/2016

PIPEFITTER, Includes HVAC

Pipe Installation

Mechanical Contracts including all piping and temperature control work

$7.0 million & under........$ 36.66 21.49

Mechanical Contracts including all piping and temperature control work over $7.0 million...........$ 38.00 26.93

PLUMBER, Excludes HVAC Pipe

Installation

Mechanical Contracts including all piping and temperature control work

$7.0 million & under........$ 36.66 21.49

Mechanical Contracts including all piping and temperature control work over $7.0 million...........$ 38.00 26.93

ROOF0002-011 06/01/2016

ROOFER...........................$ 23.50 11.13

* SFMO0669-003 04/01/2016

SPRINKLER FITTER (Fire

Sprinklers)......................$ 33.49 19.45

SHEE0036-017 02/01/2011

SHEET METAL WORKER, Includes

HVAC Duct and Unit

Installation.....................$ 35.86 21.20

SUMO2010-015 03/08/2010

CARPENTER, Excludes Form

Work, and Soft Floor (Vinyl)

Installation.....................$ 22.46 4.72

LABORER: Common or General......$ 21.95 0.00

OPERATOR: Grader/Blade..........$ 22.80 10.78

PAINTER: Brush Only.............$ 16.44 6.01

PAINTER: Roller.................$ 16.44 6.01

PAINTER: Spray..................$ 18.79 8.12

TRUCK DRIVER: Dump Truck........$ 25.57 0.00

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

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

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

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

END OF GENERAL DECISION

(End of Summary of Changes)