0_-_SF30_47PL0119R0029_A001.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

47PL0119R0029 Wayne Morse US Courthouse Roof Replacement

Amendment: A001 Continuation Page

A. The purpose of this amendment is to provide updated information to Interested Vendors as follows:

B. Updated: The RFP Response Due date is extended from July 2, 2019 at 1:00 PM PST to July 9, 2019 at 1:00 PM PST.

C. Updated: Responses to Interested Vendor Questions as of 6/24/2019.

D. Added: Site Visit Attendee Listing

E. Updated: Construction Wage Determination OR190027 Dated 06/14/2019

Amendments shall be signed and returned with the Interested Vendors proposal as defined in the Solicitation instructions.

mailto:dawn.ashton@gsa.gov

Questions Received From Vendors GSA Project Manager, SME or CS/CO Fill in Field

Amend No. Item

Date Submitted

Question Type (Technical or Admin) Question Response

Date Response Responded By

A001 1 6/14/19 Technical From what area of the building is the trash chute going to be atached and the dumpsters on the ground to be located? 6/14/19

With multiple roofs, building faces, concrete wallks and parking zones, the contractor should select the best locations for their chute(s). There is not "one" location that is best or defined. GSA will assist with reviewing the contractor plans and advising on the locations when proposed. Consideration for access (truck) concrete or asphalt structure and lanndscaping is relevant. Reminder - GSA does require the roll-off to have a lid and locked nightly. The chute should not be accessible from the ground when no one is on site.

Steve Anderson, GSA PM

A001 2 6/18/19 Technical

Per plan page 07 21 00-1 Sections A & B mention that the contractor is to reinstall the existing 3” flat stock insulation on roof sections 3 & 5, with the exception of the tapered insulation. Point “B” mentions that the contractor is to install an additional layer of 2” insulation board, along with the reinstallation of the existing flat-stock insulation on roof section 3 & 5. Is it the government's intent to salvage the existing flat stock insulation on roof sections 3,5, and on the terraces? If so can you please verify the overall thickness of the flat-stock insulation?

6.21.2019

Yes, salvage. Refer to Sheet A 800 for all roof assembly types and section drawings.

Type 1 a and 1b are applied to roof level 3 and type 2 and 3 are applied to roof 6. The sections drawings indicate 3" existing and 2" new.

Joe Cooley and Steve Anderson

A001 3 6/18/19 Technical On roof level 6, what overall thickness of insulation and minimum R-value is the contractor to install? 6.21.2019 As indicated on drawings. See detail

6/A800 Joe Cooley and Steve

Anderson

A001 4 6/18/19 Technical Does the government intend to use Extruded polystyrene insulation material instead of polyisocyanurate? 6.21.2019

Yes. refer to Specification section 07 21 00- 1 Part 2 Products, 2.1 and 2.2. the contractor may use Polyisocyanurate if determied an equal, but with best value to the roof R value. The government will verify with the Architect of record and revise this note NLT 6.24.2019. (SA)

Joe Cooley and Steve Anderson

HEA - Forwarded to A/E 6.24.2019

A001 5 6/18/19 Technical

Specification section 07 53 00-3 under line items 2.3, 2.4, & 2.5, discuss the assembly. Is it the intent of the government to go back with a vapor barrier, 90 mil EPDM, insulation, cover-board, drainage mat, filter sheet, and rock on the ballast section? Please clarify how the contractor is to install the membrane, insulation, and cover-board.

6.21.2019

Refer to Sheet A 800 for all roof assembly types and section drawings. Type 1 a and

1b are applied to roof level 3 and type 2 and 3 are applied to roof 6.

Joe Cooley and Steve Anderson

Questions Received From Vendors GSA Project Manager, SME or CS/CO Fill in Field

Amend No. Item

Date Submitted

Question Type (Technical or Admin) Question Response

Date Response Responded By

A001 6 6/18/19 Technical

Specification section 07 53 00-3 under line items 2.3, 2.4, & 2.5, discuss the material assembly. However the mention of a substrate board is void. Within the same specification section under line item 2.7 a ½” substrate board is specified. Is the contractor to install a substrate board on all roof sections after the installation of the vapor barrier, prior to the installation of the membrane?

6.21.2019

Refer to detail A 800 for all roof assembly types and section drawings. Type 1 a and

1b are applied to roof level 3 and type 2 and 3 are applied to roof 6.

Joe Cooley and Steve Anderson

A001 7 6/18/19 Technical

During the site visit on roof section 3 where the art-work is located, the handrails caused a bit of a concern. The handrail detail is reference on 6/A802. However my question is, are we to temporarily remove the hand-rails in order to properly flash the roofing material, or is the contractor to leave it the handrails in place and terminate membrane per the given detail?

6.21.2019

The on site review indicated a potentially different condition than drawn. The government will verify with the Architect of record and resppond NLT 6.24.2019.

(SA)

Joe Cooley and Steve Anderson

HEA- Forwarded to A/E 6.24.2019

A001 8 6/21/19 Technical The specifications mention FM 1-75 and 1-90 for uplift. Can you please clarify what you are wanting us to abide by for uplift requirements?

6.21.2019

FM 1-75 not referenced in specifications.

Refer to Specification section 07 00 53 00-3

- 2.2, D.4

Joe Cooley and Steve Anderson

A001 9 6/21/19 Technical

The type 2 & 3 assemblies will not meet FM requirements.

There is no FM testing that has 1/2" securshield HD adhered to the Securock. If you must have an adhered cover board, we recomend switching out the Securock for minimum 1.5" iso.

We can show FM compliance with the newly proposed design, using the 1.5" iso in liue of the Securock. Please clarify if this will suffice.

6.21.2019

It appears that the question asks if any insulation material is necessary instead of direct application of memebrane to securerock. The government will verify with the Architect of record and revise this note NLT 6.24.2019. (SA)

Joe Cooley and Steve Anderson

HEA- Forwarded to A/E 6.24.2019

A001 10 6/24/19 Admin

Would it be possible to extend the bid date for this project?

This would help the contractors not only gather pricing, but also have more time to develop the techincal proposal and all that it requires.

6.24.2019 Extending the Proposal due date to

7.9.2019 is acceptable. the CO will provide and a solicitation amendment.

Steve Anderson and Kim Johnson

A001 11 6/24/19 Technical

The current overall project duration is set at 105 days. However we feel that this project will take more days due to the logistics of the project. Would it be possible to extend the project duration time at 175 days in lieu of the 105 day period?

6.24.2019

The Government would consider extending the period of performance but the contractors must demonstrate the reasons for this extention in their proposal and the schedule for performance. Tell us why and when.

Steve Anderson and Kim Johnson

General Services Administration

Public Buildings Service - Northwest/Arctic Region 10 Design and Construction Division (10PQC)

RE: Pre-Proposal Conference Site Visit Walk-thru – Wayne Morse U.S. Courthouse Roof Replacement

Date: 10 June 2019

Time: 10:00 am – 1:00 pm

Vendor Attendees Email Phone Number

Signature

Southwest Construction Lyle Dalby swconstructionbwa@sbcglobal.net

(360) 377-6520 Signed

The Garland Company Steve Keating Signed

The Garland Company Travis Cox Signed

RBT Roofing Christopher Teer chris@rbtroofing.com (903) 824-5161 Signed

McDonald & Wetle Inc. – Prime Mark L McKay

Markm@mcdonaldwetle.com

(503) 667-0175 Signed

Pioneer Sheet Metal Inc – Sub

Brandon Vanderberg

Brandonv@pioneersheetmetalinc.com

(503) 492-1095

Signed

Smith Sheet Metal Rodney Roach estimator@smithsheetmetal.c om Signed

Doyon Project Services Steven Roy Smith teven.smith@doyongovgrp.com 253-778-2497 Signed mailto:swconstructionbwa@sbcglobal.net mailto:chris@rbtroofing.com mailto:Markm@mcdonaldwetle.com mailto:Brandonv@pioneersheetmetalinc.com mailto:estimator@smithsheetmetal.com mailto:estimator@smithsheetmetal.com mailto:steven.smith@doyongovgrp.com

Delta O&M Robert Batchelor

GSA/Region 10 Dawn Ashton Dawn.ashton@gsa.gov 253-306-1711

GSA/Region 10 Stephen Anderson stephen.anderson@gsa.gov 503-308-2483

GSA/Region 10 Kim Johnson Kimberlym.johnson@gsa.gov 253.709-7780 mailto:Dawn.ashton@gsa.gov mailto:stephen.anderson@gsa.gov mailto:Kimberlym.johnson@gsa.gov

"General Decision Number: OR20190027 06/14/2019

Superseded General Decision Number: OR20180027

State: Oregon

Construction Type: Building

County: Lane County in Oregon.

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 $10.60 for calendar year 2019 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 $10.60 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

2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). 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 01/04/2019

1 01/25/2019

2 02/01/2019

3 06/14/2019

BROR0001-018 06/01/2018

Rates Fringes

BRICKLAYER.......................$ 38.00 19.83

TILE FINISHER....................$ 25.29 13.24

TILE SETTER......................$ 33.00 18.33

CARP0001-024 06/01/2018

Rates Fringes

Carpenters:

Excluding Form Work.........$ 37.64 16.83

ELEC0280-013 01/01/2018

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

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

ELECTRICIAN (Electrical Low

Voltage Wiring Installer and

HVAC Temperature Control

Installation only.)..............$ 30.13 14.40

ELEC0280-014 01/01/2019

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

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

ELECTRICIAN......................$ 43.55 19.25

ELEC0932-010 01/01/2018

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)

ELECTRICIAN......................$ 38.55 17.46

ELEC0932-011 01/01/2018

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)

ELECTRICIAN (ELECTRICAL LOW

VOLTAGE WIRING INSTALLER AND

HVAC CONTROL INSTALLATION

ONLY)............................$ 29.65 15.39

ENGI0701-020 01/01/2018

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 41.65 14.35

GROUP 1A....................$ 43.73 14.35

GROUP 1B....................$ 45.82 14.35

GROUP 2.....................$ 39.74 14.35

GROUP 3.....................$ 38.59 14.35

GROUP 4.....................$ 37.51 14.35

GROUP 5.....................$ 36.27 14.35

GROUP 6.....................$ 33.05 14.35

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); BLADE: Auto Grader;Blade

Operator-Robotic; Rubber tired scraper with tandom scrapers, multi-engineTrenching Machine-Wheel Operator

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.

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

LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; TRACKHOE-ROBOTIC: 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; HYDRAULIC HOES: Robotic Hydraulic backhoe operator, track and wheel type up to and including

20,0000 lbs. with any or all attachments; Asphalt Paver;

Screed Operator; Rubber-Tired Scraper, single engine, single scraper; Compactor-Self Propelled; Trenching

Machine, digging capacity over 3 ft Depth.

GROUP 5: TRACKHOE-HYDRAULIC: up to and including 20,000 lbs.;

Boom truck operator; DRILLING: Churm Drill and Earth Boring

Machine Operator; Directional Drill Operator less than

20,000 lbs pullback; HYDRAULIC HOES: Hydraulic Backhoe

Operator, wheel type (Ford, John Deere, Case type);

Hydraulic Backhoe Operator track type up to and including

20,000 lbs.; Concrete Pumper; Concrete Paver: Compactor

GROUP 6: LOADERS: (less than 1 cu yd.); Roller

(Non-Asphalt); Oiler; Bobcat/Skid Loader; Grade Checker;

Crane oiler

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

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

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

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 07/01/2018

IRONWORKER (Ornamental, Reinforcing, and Structural).....$ 37.00 27.87

* LABO0737-005 06/01/2019

Laborers: (Mason

Tender-Cement/Concrete)..........$ 31.56 14.60

* LABO0737-006 06/01/2019

Laborers: (Mason Tender-Brick)...$ 31.56 14.60

* LABO0737-007 06/01/2019

Laborers: (Mason Tender-Stone)...$ 31.56 14.60

* LABO0737-013 06/01/2019

Laborers:

GROUP 1.....................$ 30.82 14.57

GROUP 2.....................$ 31.97 14.57

LABORER CLASSIFICATIONS

GROUP 1: Form-Stripping, Power Tool Operator

GROUP 2: Vibrating Plate, Grade Checker, Pipelayer

PAIN0055-020 07/01/2018

Painters:

Brush, Roller and Spray.....$ 22.51 11.94

PAIN0055-021 07/01/2018

DRYWALL FINISHER/TAPER...........$ 36.98 15.44

PAIN0740-002 07/01/2018

GLAZIER..........................$ 40.63 18.32

PLAS0082-003 01/01/2018

PLASTERER........................$ 32.22 16.58

PLAS0555-006 06/01/2018

CEMENT MASON/CONCRETE FINISHER...$ 34.93 18.17

PLUM0290-008 04/01/2017

Plumbers and Pipefitters.........$ 43.82 28.28

ROOF0049-007 06/01/2018

Roofers:

Excluding Metal Roof........$ 27.30 17.32

SUOR2009-025 11/09/2009

CARPENTER (Form Work Only).......$ 21.07 7.43

LABORER: Common or General......$ 19.03 6.96

LABORER: Landscape..............$ 14.02 2.63

OPERATOR: Excavator.............$ 22.61 6.32

OPERATOR: Forklift..............$ 20.28 8.18

SHEET METAL WORKER...............$ 33.23 2.73

SPRINKLER FITTER (Fire

Sprinklers)......................$ 29.38 5.49

TRUCK DRIVER: Dump Truck........$ 15.50 9.05

TRUCK DRIVER: Water Truck.......$ 18.40 5.33

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

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"

A. The purpose of this amendment is to provide interested vendors with responses to the Q&A received as of 6/24/2019. Extend the RFP response due date to July 9, 2019. Please see attached continuation sheet for more details.

Construction Acquisitions Branch 400 15th Street SW Auburn, WA 98001-6599 Kimberly Johnson, 253.931.7337, Kimberlym.johnson@gsa.gov