W9127N-17-R-0069_FCFF_Pipe_Lining_-_Amendment_0002_Specs_Package.pdf

Fall Creek Fish Facility Pipe Lining

SECTION TABLE OF CONTENTS

DIVISION 22 - PLUMBING

SECTION 22 05 83.01 25

SPRAY-ON IN-PLACE PIPE (SIPP) LINING

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SYSTEM DESCRIPTION

1.4 PIPE LINING PLAN

1.5 MANUFACTURER'S INSTRUCTIONS

1.6 LINING TECHNICIAN QUALIFICATIONS

1.7 EQUIPMENT

PART 2 PRODUCTS

2.1 CLEANING MATERIALS

2.2 PIPE LINER MATERIALS

PART 3 EXECUTION

3.1 RESEARCH

3.2 CLEANING AND PREPARATION

3.3 PRE-LINING INSPECTION

3.4 SIPP LINING

3.4.1 CURING

3.5 POST-LINING INSPECTION

3.5.1 CCTV Inspection

3.5.2 Lining Thickness Measurement

3.6 MANUFACTURER'S WARRANTY

-- End of Section Table of Contents --

SECTION 22 05 83.01 25 Page 1

SECTION 22 05 83.01 25

SPRAY-ON IN-PLACE PIPE (SIPP) LINING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA M28 (2014; 3rd Ed) Manual of Water Supply Practices: Rehabilitation of Water Mains

AWWA C210 (2007) Standard for Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines

AWWA C222 (2008) Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe and Fittings

ASTM INTERNATIONAL (ASTM)

ASTM D4060 (2014) Abrasion Resistance of Organic Coatings by the Taber Abraser

ASTM D522 (1993a; R 2008) Mandrel Bend Test of Attached Organic Coatings

ASTM D570 (1998; E 2010; R 2010) Standard Test Method for Water Absorption of Plastics

ASTM D2240 (2005; R 2010) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D4541 (2009; E 2010) Pull-Off Strength of Coatings Using Portable Adhesion Testers

ASTM D638 (2014) Standard Test Method for Tensile Properties of Plastics

ASTM D695 (2010) Standard Test Method for Compressive Properties of Rigid Plastics

ASTM D790 (2010) Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials

ASTM G14 (2004; R 2010; E 2012) Standard Test Method for Impact Resistance of Pipeline Coatings (Falling Weight Test)

SECTION 22 05 83.01 25 Page 2

ASTM F1216 (2009) Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube

ASTM F3182 (2016) Standar Practice for the Application of Spray-Applied Polymeric Liners Inside Pipelines for Postable Water

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

PIPE LINING PLAN; G, EC-DC, EC-HC

SD-03 Product Data

EQUIPMENT; G, EC-DC

CLEANING MATERIALS; G, EC-DC

PIPE LINER MATERIALS; G, EC-DC

SD-07 Certificates

LINING TECHNICIAN QUALIFICATIONS; G, EC-DC

SD-08 Manufacturer's Instructions

MANUFACTURER'S INSTRUCTIONS; G, EC-DC

SD-11 Closeout Submittals

PRE-LINING INSPECTION; G, EC-DC

POST-LINING INSPECTION; G, EC-DC

MANUFACTURER'S WARRANTY; G, EC-DC

1.3 SYSTEM DESCRIPTION

Provide SIPP coating on the existing water supply pipes shown on sheet C-001 "Pipe Lining Plan". Work includes all equipment, appurtenances, labor, access to pipes, pipe cleaning and surface preparation, application procedures, testing, quality control, documentation, pipe access restoration, and cleanup for an internally coated piping system completed and ready for use. This work must occur during the Fish Facility Shutdown Periods.

1.4 PIPE LINING PLAN

Submit a Pipe Lining Plan that demonstrates the technical approach to perform the required work as specified and in accordance with AWWA C210/

SECTION 22 05 83.01 25 Page 3

AWWA C222. At a minimum the plan must include a specific description of the proposed technical approach to inspect, clean, and line the pipe system through complex geometries. The plan must demonstrate the Contractor approach to apply pipe lining with limited access to pipes with: diameter changes, stepped grade transitions, vertical curve sections, pipe wyes, settlement at pipe joints, and a minimum run of 1100 feet.

1.5 MANUFACTURER'S INSTRUCTIONS

Submit Manufacturer's instructions for the pipe lining procedures, including required equipment, cleaning, surface preparation, CCTV inspection methods and analysis, temperatures, pump output, mix ratios, cure times, re-application of liner material, testing, and quality control.

1.6 LINING TECHNICIAN QUALIFICATIONS

All polyurea lining technicians must be properly trained in the skills pertinent to the pipe restoration process. Technicians must be licensed to perform work in the United States, and must have a minimum of two years successful on-site experience in performing in-place polyurea-lining pipe restoration work on water piping system in the United States in applications involving restoration of 18-inch through 30-inch diameter piping systems.

1.7 EQUIPMENT

Contractor's equipment used must meet manufacturer's instructions.

PART 2 PRODUCTS

2.1 CLEANING MATERIALS

Cleaning Materials used must meet manufacturer's instructions. The cleaning material must remove impurities and achieve a clean metal surface, as required by the manufacturer for pipe lining application.

2.2 PIPE LINER MATERIALS

Provide at least 400 mils of SIPP material meeting the design requirements of AWWA M28 Class IV, ASTM F3182/ASTM F1216, ANSI/NSF-61 drinking water standards, minimum 50 years design life, and the minimum structural properties listed in Table 1 below. The Thickness must be confirmed by the Contractor, using the specified standards.

TABLE 1 - SIPP STRUCTURAL PROPERTIES

Property ASTM Test Method Minimum Value

Tensile Strength ASTM D638 4,000 psi

Flexural Strength ASTM D790 7,500 psi

Short Term Flexural Modulus of Elasticity

ASTM D790 250,000 psi

SECTION 22 05 83.01 25 Page 4

TABLE 1 - SIPP STRUCTURAL PROPERTIES

Property ASTM Test Method Minimum Value

Elongation ASTM D638 5%

Hardness (Shore D) ASTM D2240 70

Impact Resistance ASTM G14 100 in-lbs

Adhesion, Steel (pull off)

ASTM D4541 1,000 psi

Compressive Strength ASTM D695 1,000 psi

Taber Abrasion Resistance

ASTM D4060 200 mg loss per 1000 cycles

Mandrel bend 180 degrees , 3 inch

ASTM D522 pass

Water Absorption ASTM D570 <2%

Structural Properties listed are for 125 mil liner at 77 degrees Fahrenheit.

The Class IV designation is specified to resist internal/ external hydro-static pressures acting on the liner. Use the more conservative value of pressure deteriorated pipe condition and gravity deteriorated pipe condition.

PART 3 EXECUTION

3.1 RESEARCH

Inspect the existing pipe, watch the fish horn inspection videos, and review the contract drawings to determine the pipe condition, location of bends, in-line valves, wyes, changes in diameter, and other discontinuities.

3.2 CLEANING AND PREPARATION

The interior of piping surfaces must be cleaned to achieve a clean metal surface conforming to the SSPC-SP 6/NACE NO. 3 standard for the pipeline and the SSPC-SP 10/NACE NO. 2 standard for terminations. The cleaning method chosen must consist of a fully-enclosed process ensuring workers and the public are not exposed to the waste removed during cleaning operations. The waste must be must be environmentally contained and minimized for subsequent disposal. The Contractor is responsible for the disposal of all waste resulting from this Contract. When viewed without magnification, the cleaned, prepared surface must be free of all visible contamination, rust and previously applied coatings. The pipeline must also be dried to the manufacturer's recommended condition, suitable for adhesion, prior to lining.

SECTION 22 05 83.01 25 Page 5

3.3 PRE-LINING INSPECTION

A closed-circuit television (CCTV) inspection of the cleaned pipe must be carried out prior to lining to verify the quality of pipe cleaning, level of surface preparation, pipe dryness, as well as the presence of unmapped fittings or bends, deep (protruding) ferrules, excessive lead jointing material or other flow restrictions, and to visually verify the integrity of the pipeline in preparation for lining operations. This recorded inspection will examine joints for evidence of leakage or damage. The inspection will also determine whether there are any impediments that must be resolved prior to lining. Provide a copy of the pre-lining inspection video to the GQAR for review and approval prior to the commencement of lining operations. Under no circumstance is the Contractor allowed to proceed without Government approval. The lining must be installed within 24 hours following CCTV inspection. Delays greater than 24 hours shall require re-inspection prior to lining application to ascertain the absence of moisture and flash corrosion on the inner pipe surfaces.

3.4 SIPP LINING

Provide SIPP lining per manufacturer's instructions. Provide SIPP liner in multiple layers if total thickness is more than manufacturer's maximum recommended thickness application.

3.4.1 CURING

SIPP lined pipe must not be placed into service sooner than curing requirements specified by manufacturer. The SIPP lining must be protected while curing per manufacturer's specifications.

3.5 POST-LINING INSPECTION

3.5.1 CCTV Inspection

After curing, perform a final Closed-Circuit Television (CCTV) inspection to verify proper cure and integrity of the SIPP liner. Provide a copy of the post-lining inspection video to the GQAR for review and approval prior to operation of the pipe. Re-application of the SIPP will be required if review of the CCTV indicates the SIPP liner contains the following:

a. Blisters

b. Chips or Loose Particles

c. Oil or other Contaminants

d. Fisheyes, Pinholes, Voids, or Holidays

e. Weeps

3.5.2 Lining Thickness Measurement

Where pipe is accessible, thickness measurements must be performed using a dry film thickness (DFT) gauge/probe after the coating has set. At a minimum, DFT measurements are required at both ends of each pipe and at all three fish horn elevations. A 25 mil tolerance is allowed from the required lining thickness. Perform tests on all pipe sides. A second layer of SIPP liner is required if thickness is below tolerance.

SECTION 22 05 83.01 25 Page 6

3.6 MANUFACTURER'S WARRANTY

Submit a copy of the signed Manufacturer's Warranty for all products within 30 days of final completion of the work.

-- End of Section --

SECTION 22 05 83.01 25 Page 7

General Decision Number: OR170057 06/30/2017 OR57

Superseded General Decision Number: OR20160057

State: Oregon

Construction Type: Heavy

County: Lane County in Oregon.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 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 $10.20 (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 2017.

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 01/06/2017 1 01/13/2017 2 03/10/2017 3 06/30/2017

* BROR0001-012 06/01/2017

Rates Fringes

BRICKLAYER.......................$ 36.03 20.81

CARP0001-024 06/01/2012

Rates Fringes

Carpenters:

Excluding Form Work.........$ 32.61 14.44

ELEC0280-014 01/01/2017

LANE (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NORTHEAST

CORNER OF COOS COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY)

Rates Fringes

ELECTRICIAN......................$ 38.70 18.85

ELEC0932-010 01/01/2017

LANE COUNTY (AREA LYING WEST OF A LINE NORTH AND SOUTH FROM THE

N.E. CORNER OF COOS COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY)

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AMENDED IN ITS ENTIRETY

Rates Fringes

ELECTRICIAN......................$ 36.80 16.90

ENGI0701-030 01/01/2017

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 39.90 14.10

GROUP 1A....................$ 41.90 14.10

GROUP 1B....................$ 43.89 14.10

GROUP 2.....................$ 37.99 14.10

GROUP 3.....................$ 36.84 14.10

GROUP 4.....................$ 35.76 14.10

GROUP 5.....................$ 34.52 14.10

GROUP 6.....................$ 31.30 14.10

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments;

GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom;

GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over

GROUP 2: CRANE: Cableway Operator, 25 tons and over;

HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment);

TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; HYDRAULIC CRANE:

Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); Rubber tired scraper with tandom scrapers, multi-engineTrenching Machine-Wheel Operator; Loader 120,000 lbs and above; BLADE: Auto Grader;

Blade Operator-Robotic; Bulldozer over 120,000 lbs and above; CRANE: Derrick Barge Operator 30 ton but less than 150 ton;

GROUP 3: HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment);

LATTICE BOOM CRANES: Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom); Rubber Tired Scraper: with tandom scrapers; self loading, paddle wheel, auger type, finish and/or 2 or more units; Loader 60,000 lbs and less than 120,000 lbs; Bulldozer over 70,000 lbs up to and including 120,000 lbs;

GROUP 4: CRANE: Hydraulic Crane Operator, under 50 tons;

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LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; TRACKHOE/BACKHOE-ROBOTIC: track and wheel type, up to and including 20,0000 lbs. with any or all attachments; BLADE: Blade Operator; Tractor operator with boom attachment; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator over 20,000 lbs pullback; CRANE: Chicago boom and similar types; Boom type lifting device, 5 ton capacity or less; Asphalt Paver;

Rubber-Tired Scraper, single engine, single scraper;

Compactor-Self Propelled; Loaders 25,000 lbs and less than 60,000 lbs; Bulldozer over 20,000 lbs and more than 100 horse up to 70,000 lbs; Mechanic;CRANE: Derrick Barge Operator less than 30 ton; Piledriver; Screed; Compactor with blade

GROUP 5: TRACKHOE/BACKHOE HYDRAULIC: Track type up to and including 20,000 lbs, Wheel type (Ford, John Deer, Case Type); Boom truck operator; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator less than 20,000 lbs pullback; Concrete Pumper; Concrete Paver:

Compactor; Loaders, rubber tired type , less than 25,00 lbs; Forklift over 5 ton, Bulldozer 20,000 lbs or 100 horses or less; Mixer operator; Roller; Compactor without blade

GROUP 6: LOADERS: (less than 1 cu yd.); Oiler; Bobcat/Skid Loader; Grade Checker; Crane oiler; Asphalt Spreader; Broom Operator; Forklift; Roller (non-asphalt)

Zone Differential (add to Zone 1 rates):

Zone 2 - $3.00 Zone 3 - $6.00

For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.

St. Helens "Blast Zone" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

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All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

IRON0029-011 07/01/2015

Rates Fringes

IRONWORKER (Ornamental, Reinforcing, and Structural).....$ 34.12 23.04

LABO0003-022 06/01/2014

Rates Fringes

Laborers:

GROUP 1.....................$ 26.43 13.10

GROUP 2.....................$ 27.44 13.10

GROUP 3.....................$ 22.86 13.10

LABORER CLASSIFICATIONS

GROUP 1: Blaster, Demolition; Laborer: Water, Sewer Underground; Chain Saw

GROUP 2: Asphalt Raker; Pipelayer; Grade Checker; Vibrating Plate

GROUP 3: Flagger, Traffic Control-Cone Setter

PAIN0055-029 07/01/2013

Rates Fringes

Painters:

Including Brush and Roller..$ 21.01 8.83

TEAM0037-009 06/01/2016

Rates Fringes

Truck drivers:

GROUP 1.....................$ 27.60 14.37

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Flatbed Truck; Off the Road Truck

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SUOR2009-055 11/23/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 22.47 9.29

DRYWALL FINISHER/TAPER...........$ 24.05 0.00

HIGHWAY/PARKING LOT STRIPING:

Painter.........................$ 24.74 5.43

LABORER: Asphalt Spreader.......$ 22.18 9.39

LABORER: Common or General......$ 19.52 6.22

LABORER: Form-Stripping.........$ 19.27 6.32

LABORER: Landscape..............$ 10.60 1.80

LABORER: Mason Tender - Brick...$ 18.39 6.74

LABORER: Mason Tender - Cement/Concrete..................$ 22.39 6.90

OPERATOR: Excavator.............$ 25.06 5.94

OPERATOR: Tractor...............$ 20.00 0.73

PAINTER: Spray..................$ 19.77 0.00

PILEDRIVERMAN....................$ 26.19 11.58

TRUCK DRIVER: Dump Truck........$ 16.11 8.81

TRUCK DRIVER: Lowboy Truck......$ 17.07 5.50

TRUCK DRIVER: Water Truck.......$ 18.65 6.70

TRUCK DRIVER.....................$ 32.10 5.90

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

A5-5 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.

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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

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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

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3.6 MANUFACTURER'S WARRANTY

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