18-B-6012-P0001_Amend_Doc_SOW_and_WRR.pdf

XHZG...20..18..00000

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:

1) Amend the statement of w ork to change building specifications and locations.

2) Update the Wage Rate Requiremnet

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 28-Aug-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 W912L618B6012

X 9B. DATED (SEE ITEM 11)

16-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

28-Aug-2018

CODE

138 CONTRACTING FLIGHT (MSG/MSC)

9100 E 46TH ST NORTH

ATTN: SMSGT AMANDA LONSDALE

TULSA OK 74115-1632

W912L6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912L618B6012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

PERFORMANCE SPECIFICATION

DESIGN AND BUILD

METAL BUILDING

FOR

PROJECT NO. XHZG201800000

DESIGN AND BUILD METAL STORAGE BUILDING

OKLAHOMA AIR NATIONAL GUARD

TULSA AIR NATIONAL GUARD BASE

TULSA, OKLAHOMA

7 July 2018

0.

Specifications:

This project to be constructed in accordance with the OKANG Base Specifications. OKANG Specifications will be posted with this solicitation on FedBizOpps.

1. General Site Information:

1.1. Project Location and Background: Design and build (2) new metal building at the

Oklahoma Air National Guard, Tulsa, OK 74115. Building 1 size is 300 Square feet and Building 2 is 1600 Square feet. The intent is to complete all design elements no later than 30 days after the notice to proceed and construction no later than 150 days after the notice to proceed.

1.2. Site Description: The OKLAHOMA AIR NATIONAL GUARD BASE has a workforce of over twelve hundred full and part-time personnel, with facilities occupying eighty eight acres of property. The primary mission is to provide security to the nation and the State of Oklahoma.

These facilities require security protection at all times. This project involves construction located within the confines of this Base.

1.3. Use of Premises: Coordinate access to premises with Contracting Office Representative for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site. If military emergency operations require escorts, the Government will provide them to the Contractor at no cost.

1.3.1. The Contractor shall designate an employee usually the job superintendent and one other person, to sign a background check release form for base access. Once a background check has been completed with no negative findings those employees will be granted escort privileges. This employee shall be responsible for escorting all employees that do not have badges, including subcontractors and delivery persons.

1.3.2. Contractor shall assume full responsibility for protection and security of materials and equipment stored on site.

1.3.3. Contractor shall move any stored products, under his or her control, which interfere with operations of the Government.

1.3.4. The COR will determine the storage or work areas available under this contract.

1.4. Permits and Inspections: Normally no permits or inspections by local building officials are required. All inspections and testing will be performed by COR and approved by the BCE and/or Base Fire Marshall unless modified by contract.

1.5. Change Orders: Only the Base Civil Engineer (BCE) or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

1.6. Field Changes: No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the BCE, COR, Contracting Officer or the contractor with COR or Contracting Officer approval.

1.7. Contractor Passes: Contractor’s Passes and ID cards for all Contractor personnel are required for access to the Base and construction site. All employees who will be driving on base must have a valid driver’s license, proof of vehicle insurance, vehicle registration, and shall have no felonies.

1.8. Hours of Operations: The hours of operations at the Air National Guard are 10 hours per day (0700 – 1730) Monday – Thursday. Coordinate access to premises with Contracting Office Representative (COR), for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site.

1.9. Clean-up: The work site is an active military airport. Site cleanliness, Foreign Object Debris

(FOD) control is absolute. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at his own expense. Contractor will be responsible for tracking and providing documentation of all debris disposed of off base and will submit documentation at the end of the project.

2. Specific Project Information:

2.1. Site Visit: A site visit will be arranged so Contractors can see the site so as to develop a proposal per paragraph 2. Contractors may submit more than one proposal for evaluation.

2.2. Cost Proposal: Provide a detailed cost proposal indicating costs and breakdown for each building with pricing for:

2.2.1. Investigation.

2.2.2. Design effort.

2.2.3. Installed building, complete.

2.2.4. Additional features which may be desirable, if any.

2.3. Description of Construction. The Contractor shall describe in his or her proposal how he or she will manage the project. The Contractor shall identify key personnel and their abilities to manage projects of this magnitude, including scheduling methods, reporting and execution. A site superintendent is required to be on site while work on site is being performed.

2.4. Construction Performance Period: The Contractor shall identify the proposed construction performance period. The proposed performance period will be included in the proposal evaluation.

2.5. Scope of Work:

2.5.1. The work involves investigating, designing, and building the metal building described below.

2.6. Standards:

2.6.1. International Building Code – Latest edition

2.6.2. ANGETL 01-1-1 Air National Guard Design Policy

2.6.3. Codes: All current UFC’s, National Fire Protection Association, International Building Code adopted by the local jurisdiction for wind, snow and seismic loads, Underwriters Laboratories and Factory Mutual

2.7. Investigation:

2.7.1. Accomplish the necessary field surveys and investigations as required to determine existing grades and elevations.

2.7.2. Drawings furnished by the government to the Contractor may be used for general information only and shall not be relied upon or used as the basis for preparation of contract drawings required by this contract without complete verification by the Contractor.

2.8. Drawings:

2.8.1. Provide any drawings required to show the general layout of the systems involved and to clearly show the extent, type and detailed requirements of the construction work. All drawings shall bear the seal of an engineer registered in the State of Oklahoma and be approved by the BCE and Base Fire Marshall. Drawings shall include but not be limited to:

2.8.1.1. Site-plan showing location of the building on the site.

2.8.1.2. Individual building column layout including foundation plan with all details.

2.8.1.3. Schedules as required.

2.8.1.4. Typical sections.

2.8.1.5. Construction details.

2.8.1.6. Latest manufacturer's installation instructions.

2.9. Calculations:

2.9.1. The Contractor shall provide a structural engineer's written certification that the structure and foundation will meet the design loads stated below.

2.10. Building Requirements:

2.10.1. Building 1 Furnish and install a 1600 square foot, pre- engineered metal building. Building shall be rigid frame, pre-engineered metal building. Building shall include all trim, fascia, gutters and downspouts. Loading: The roof shall be designed for live load, snow load and wind load as per local code requirements and the latest edition of the International Building Code.

Geometry: Width: 40’ Length: 40’ Eave height: 20’ Bay Spacing: 1 Bay Roof Slope: 1: 12 Load Characteristics:

Roof Live Load: 20 psf Ground Snow Load: 10 psf Wind Load: 90 mph Exposure C Building Code: International Building Code – latest edition o Furnish a new 40’ x 40’ pre-engineered metal building, designed in accordance with International Building Code – latest edition. The building system will be inclusive of all building components.

o The building system will include:

o Roof panels – 26 gauge PBR roof with a Galvalume Plus finish o Wall panels – 26 gauge PBR, Signature 200 finish o Purlins/Girts/Lateral bracing o Framing for all doors o Building trim o Wall and roof insulation o Gutters and downspouts o Two 3070 hollow metal flush doors with steel frames and hardware package. Hardware must be compatible with the Best lock system used on this Base.

o Overhead Door: One each 12’ feet wide by 14’ high sectional, chain operated, insulated overhead door as manufactured by Overhead Door Corporation.

2.10.2 OPTION 1: Building 2 Furnish and install a 1600 square foot, pre- engineered metal building.

Building shall be rigid frame, pre-engineered metal building. Building shall include all trim, fascia, gutters and downspouts. Loading: The roof shall be designed for live load, snow load and wind load as per local code requirements and the latest edition of the International Building Code.

Geometry: Width: 40’ Length: 40’ Eave height: 20’ Bay Spacing: one bay Roof Slope: same as current covered parking structure to the East Load Characteristics:

Roof Live Load: 20 psf Ground Snow Load: 10 psf Wind Load: 90 mph Exposure C Building Code: International Building Code – latest edition o Furnish a new 40’ x 40’ pre-engineered metal building, designed in accordance with International Building Code – latest edition. The building system will be inclusive of all building components.

o The building system will include:

o Roof panels – 26 gauge PBR roof with a Galvalume Plus finish o Wall panels – 26 gauge PBR, Signature 200 finish o Purlins/Girts/Lateral bracing o Framing for all doors o Building trim o Wall and roof insulation o Gutters and downspouts o Two 3070 hollow metal flush doors with steel frames and hardware package. Hardware must be compatible with the Best lock system used on this Base.

o Overhead Door: (2) 12’ feet wide by 14’ high sectional, chain operated, insulated overhead door as manufactured by Overhead Door Corporation.

2.10.3 Include a liner panel of ¾: plywood (unfinished), 8’-0” high on building 2.

2.10.4. Project to have electrical service to include minimum interior warehouse lighting, no exterior lights, include emergency exit light and minimal duplex receptacles IAW N.E.C. code.

2.10.5. There HVAC on building buildings 1 and 2 is to be a split system. Both HVAC systems shall keep the space conditioned to 78°F at 98°F DB and heated to 68°F at 0°F.

2.10.6. There is no plumbing for this project.

2.10.7 Include a fire detection system Monaco D-21 fire detection system for each building.

2.10.8 Slabs for both buildings shall be 6” thick with #4 rebar mats on 24” centers in both directions.

2.10.9 Both buildings to have (2) schedule 40 4” conduits going into a NEMA 3R 24”x24”x12” box w/ continuous hinge and latch that can be locked. Conduits shall have long radius 90° elbows and be 3’ deep to 4’ off the building wall and 4’ above grade.

2.11. Site Preparation

2.11.1 Site is to be graded so it provides a positive runoff in all directions and elevation for building 2 should be 1” above curb height of the covered parking structure and the elevation of building 1 should be the same as 2” above curb height of the street curb to the south.

2.11.2 Include a concrete driveway to the South approximately 12’ wide with turning radii at the cut curb on building 1 and a 14’ ramp into the building from the existing covered parking area and a concrete driveway to the south west 14’ wide that turns to meet viper street to the south with turning radii at the cut curb on building 2.

2.11.3 Electric for building 1 will have to be ran from the transformer approximately 60 feet to the north east. Electric for building 2 will have to be run from the nearest point possible the contractor must determine this prior to pricing based on lighting and outlet requirements.

2.11.4 Demolish existing igloo Storage facilities and slabs adjacent to the new storage facility and demolish any electric connected to the building back to the source.

2.11.5 Remove existing red barns/storage sheds where building 1 location is shown and cut concrete to the west where building 1 will overlap and remove the concrete before construction.

OPTIONS

1. Provide pricing for building 2 and all items associated with construction.

--- End of Performance Specification ---

WAGE RATE REQUIREMENT

General Decision Number: OK180053 08/24/2018 OK53

Superseded General Decision Number: OK20170053

State: Oklahoma

Construction Type: Building Building Construction -does not include residential construction consisting of single family homes and apartments up to and including 4 stories. (Including building projects on industrial sites and treatment plants)

County: Tulsa County in Oklahoma.

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 01/12/2018 2 05/11/2018 3 07/06/2018 4 07/13/2018 5 07/27/2018 6 08/24/2018

BROK0005-004 06/01/2016

Rates Fringes

BRICKLAYER.......................$ 23.34 9.01

ELEC0584-006 05/28/2018

Rates Fringes

ELECTRICIAN (Excludes Low Voltage Wiring and Installation of Alarms and Sound and Communication Systems).........................$ 30.43 7%+9.70

ELEV0083-003 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 39.43 32.645+a+b

PAID HOLIDAYS:

a. New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving, and Christmas Day.

b. Employer contributes 8% of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years; 6% for less than 5 years' service.

* ENGI0627-020 06/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 29.70 13.58 Group 2.....................$ 28.00 13.58 Group 3.....................$ 27.45 13.58

Group 4.....................$ 26.65 13.58 Group 8.....................$ 22.90 13.58 Group10.....................$ 21.70 13.58

POWER EQUIPMENT OPERATOR

GROUP 1: All Crane Type Equipment 200 ton and larger and including 400 ton capacity cranes. All Tower Cranes.

GROUP 2: All Crane Type Equipment 100 ton capacity and larger cranes, and less than 200 ton capacity.

GROUP 3: All Crane Type Equipment 50 ton capacity and larger cranes, and less than 100 ton capacity. Crane Equipment (as rated by mfg.) 3 cu. yd. and over Guy derrick Whirley Power Driven Hole Digger (with 30' and longer mast).

GROUP 4: CRANES with Boom Incl. Jib less than 100 ft and less than 3 cu. Yd.; Overhead Monorail Crane

GROUP 8: FORK-LIFT

GROUP 10:OILER; SEMI-TRAILER TRUCK DRIVER

IRON0584-025 06/01/2017

Rates Fringes

IRONWORKER (Ornamental, Reinforcing and Structural)......$ 24.00 14.81

PLUM0430-010 07/01/2018

Rates Fringes

PLUMBER (Excludes HVAC Pipe and Unit Installation)...........$ 31.50 13.88

PLUM0430-019 07/01/2018

Rates Fringes

HVAC MECHANIC (Installation of HVAC Unit Only, Excludes Installation of HVAC Pipe and Duct)............................$ 31.50 13.88

PLUM0430-020 07/01/2018

Rates Fringes

PIPEFITTER (Including HVAC Pipe Installation, excluding HVAC Unit Installation)..........$ 31.50 13.88

ROOF0143-001 06/01/2018

Rates Fringes

ROOFER...........................$ 21.55 7.82

SHEE0270-006 06/01/2017

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 31.89 14.31

SUOK2012-033 07/30/2012

Rates Fringes

CARPENTER (Drywall Hanging Only)............................$ 15.08 1.21

CARPENTER, Excludes Drywall Hanging, and Form Work...........$ 14.96 1.55

CAULKER..........................$ 20.00 1.61

CEMENT MASON/CONCRETE FINISHER...$ 13.72 1.27

DRYWALL FINISHER/TAPER...........$ 13.00 0.00

ELECTRICIAN (Alarm Installation)....................$ 19.48 3.34

ELECTRICIAN (Low Voltage Wiring)..........................$ 20.65 3.06

ELECTRICIAN (Sound and Communications Systems Installation)....................$ 21.11 2.47

FORM WORKER......................$ 12.69 0.38

LABORER: Common or General......$ 12.44 2.71

LABORER: Mason Tender - Brick...$ 12.43 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 13.00 1.91

LABORER: Pipelayer..............$ 12.39 0.00

OPERATOR: Asphalt Paver.........$ 16.25 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 16.96 4.22

OPERATOR: Bulldozer.............$ 21.07 2.48

OPERATOR: Grader/Blade..........$ 14.28 1.70

OPERATOR: Loader (Front End)....$ 16.18 0.00

PAINTER: Brush, Roller and Spray, Excludes Drywall Finishing/Taping.................$ 12.22 0.00

SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 22.11 4.93

SPRINKLER FITTER (Fire Sprinklers)......................$ 21.86 1.19

TRUCK DRIVER: Dump and Flatbed Truck....................$ 11.00 0.00

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)