Amendment_A0004_7.18.18.pdf

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Federal Office Building Exterior Restoration, Seattle WA
Solicitation number
EQ10PCPB2-19-0001-FOBExt
Issued by

About this file

This document is an amendment to a solicitation for the exterior restoration of a federal office building in Seattle, Washington. The amendment provides additional reference documents to offerors such as as-built drawings, condition surveys, and preservation plans. It also responds to questions from offerors, extends the closing date to July 29, 2019, and incorporates a new wage determination. The scope of work includes repairs to the brick facade, replacement of roofing material, and restoration of steel windows, frames, and glazing. The General Services Administration is the contracting agency, with award targeted for September 30, 2019. The amendment clarifies evaluation criteria and provides additional details to assist offerors in preparing proposals for this fixed-price design-build contract.

Amendment A0004

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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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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 APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, 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)

Previous edition unusable

A0004

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

DB FOB Exterior Restoration See Continuation Pages

General Services Administration Public Buildings Services Acquisition Mangement Division (10PCQ) 400 15th Street SW Auburn WA 98001

Offerors

See Block 6

EQ10PCPB2-19-0001

EQ10PCPB2-19-0001-FOBExt

07/18/2019

12/10/2018

A0004 Solicitation #EQ10PCPB2-19-0001

DB FOB Exterior Restoration

A. The purpose of this Amendment is to:

(1) Publish Phase 2 Post Award Conference slide deck, Attendance Sheet and Q&A

(2) Respond to Pre-proposal Inquiries. See log dated 7/18/2019.

(3) Provide reference documents including:

(a) As-builts/ Reference Drawings

• 1931 Drawing

• Contract Drawings from 2003 Restoration

• Seismic Flashing Roof Details

(b) Spec Sections /General Requirements

(c) 2013 Window Condition Survey and Elevation Diagram

(d) 2007 Building Preservation Plan

(e) 2006 Roofing and Terra Cotta Study

(g) Design Review Comment form

Note: All technical documents have been uploaded to the Short Listed Offerors Team Drive.

(4) Incorporate new Wage Determination WA20190011 dated 6/27/19 which replaces all previous versions.

B. The closing date and time is extended to 7/29/2019 at 4:00pm.

GSA PUBLIC BUILDINGS SERVICE

DB FOB EXTERIOR RESTORATION

FOB EXTERIOR RESTORATION CMa SERVICES

AGENDA

• Introductions

• DB Project Facts/Project Objective/Project Scope

• DB Contract Scope

• Rules of the Road (Solicitation Phase)

• Solicitation Particulars

• Proposal Submission

• Lessons Learned

• Questions and Answers

• Site Walk

Introductions and Contact Information

Contracting Officer: Dawn Ashton Ph: 253-306-1711, EMAIL: dawn.ashton@gsa.gov

Project Manager: Paul Witherspoon Ph: 253-561-2982, EMAIL: paul.witherspoon@gsa.gov

Property Manager: Jeff Truax Ph: 206-224-5902, EMAIL: jeff.truax@gsa.gov

Procon Consulting – Construction Management firm Jason Lopez – Construction Executive Cathy Bartlett – CPM/Inspector

GSA PUBLIC BUILDINGS SERVICE

FOB EXTERIOR RESTORATION CMa SERVICES DB FOB EXTERIOR RESTORATION mailto:dawn.ashton@gsa.gov mailto:david.evanson@gsa.gov mailto:jeff.truax@gsa.gov

Project Facts:

Design Bridge Build Project to Restore Building Exterior

Building was constructed in 1933 (84 years old) and was added on the National Register of Historic Places in 1979.

Architect James A. Wetmore

Art Deco Style of Architecture

Steel frame encased in concrete and concrete floor slabs

Red Brick, granite and terra cotta

305K GSF, 11 Stories

Tenants: DOI, SSA, HUD, and many others

DB Project Range $18.0 - $22.0M

Goal/Project Objectives:

• Goal: Restore deteriorated exterior facade, replace roofing material and restore steel window frames, panes and glazing.

• Objectives

• Stop material degradation and water intrusion into the building

• Abate Hazardous Materials

• Comply with Secretary of Interior’s Standards for Treatment of Historic Properties

• Meet GSA P100 Standards

• Protect tenants and general public from possible failure

FCS B12021 REDEVELOPMENT

Design Bridge Build Scope of Work (See FOB PDS Exhibit 3 to SOW)

1. DBB services will consist of 2 phases.

• Design to include DD (65%) and CD (95%) development.

• Construction phase will include construction, Div 1 - General Requirements, and other construction management like services (meeting documentation, technical recommendations, on-going constructability and value engineering)

2. Project Delivery will be a collaborative effort. Procon Consulting is the team’s CMa partner.

3. Contractor must comply with historical requirements relative to pre-qualification of specific employees and historic consultant as a team member.

4. The resultant contract will be Firm Fixed Price.

5. Solicitation is a Two Phase Design Build Procurement IAW FAR 36

6. Award will represent best value to Government using Trade-offs

7. Award of DBB is targeted for Sep 30, 2019.

FOB EXTERIOR RESTORATION CMa SERVICES DB FOB EXTERIOR RESTORATION

Rules-of-the-Road (During Solicitation Phase)

1. Offerors should submit all questions and/or confirm all discussions in writing to the Contracting Officer with cc to Project Manager and CMa.

2. Phase 2 - Pre-proposal Inquiries (PPIs) are due 7/18/2019 or at least 7 calendar days prior to the closing date. Request questions be submitted as soon as possible to allow adequate time to respond.

3. This is an all electronic solicitation. FBO.gov website will be used to post/distribute all solicitation related documentation.

4. Offerors are to submit their proposals (electronically) via email to the contracting officer. Proposals must be received in the COs email inbox by the closing date and time set forth in the solicitation.

Currently July 25, 2019 at 4:00pm local time.

FOB EXTERIOR RESTORATION CMa SERVICES

Solicitation Particulars

1. Two Phase Design Build Solicitation Methodology Phase 1 – Request for Qualifications (RFQ) - Completed Phase 2 – Request for Proposal (RFP) - short listed offerors only

2. Source Selection Technique: Best Value Trade-off

- Technical Proposals are considered significantly more important than price

- Phase 1 – Offerors were rated and the highest qualified firms were invited to proceed on to the Phase 2 DB Solicitation process.

- Phase 2 Technical Evaluation Factors are weighted.

- Price Proposals will be evaluated for price reasonableness.

3. Offerors should submit their best proposal because the government intends to make an award without discussions.

PHASE 2 – REQUEST FOR PROPOSAL

TECHNICAL (NON-PRICE) EVALUATION FACTORS:

FACTOR DESCRIPTION WEIGHT

1 DESIGN SOLUTION/TECHNICAL APPROACH 55%

2 MANAGEMENT PLAN/SCHEDULE 35%

3 PHASE ONE QUALIFICATIONS SCORE 10%

4 SUBCONTRACTING PLAN 0%

TOTAL WEIGHT 100%

Relative importance: Factor 1 is significantly more important than Factor

2. Factor 2 is significantly more important than Factor 3. Factor 4 is Acceptable/Unacceptable. Technical (Non-Price) Factors when combined are significantly more important than Total Evaluated Price.

Submission Requirements and Standard for evaluation particulars are provided in the Phase 2 RFP.

TOTAL EVALUATED PRICE

Design Build Costs Total Base Bid – CLIN 0001 Total Options – CLIN 002 & 0003 Aggregate Total = Base + Options (CLINS 1 through 3)

Additional Price Elements Period of Performance Offered Future Modification Markup Rate Government Caused Delay Rate

FCS B12021 REDEVELOPMENT FOB EXTERIOR RESTORATION CMa SERVICES DB FOB EXTERIOR RESTORATION

(Suggested) Lessons Learned (issues raised in past debriefs)

1. Don’t recycle old proposals. Default position should be to start with a blank page.

2. Comply with submittal instructions including required signatures, formats, page limits, etc.

3. Limit proposals to the information requested; do not submit extraneous information as it will not be considered in the evaluation.

4. Don’t assume we know something; if in doubt make sure you state exactly what you want the source selection board to consider.

5. The technical factors are designed to select the best solution and most effective management practices resulting in a schedule and cost savings.

6. Ensure material submitted maps to factors listed.

QUESTIONS AND ANSWERS

QUESTIONS AND ANSWERS

SITE WALK

Tour of FOB

EQ10PCPB2-19-0001-FOBExt - DB FOB Exterior Restoration

Phase 2 – Pre-proposal Conference/Site Visit

Q&A

Question #1:

Q: Is there a size limit for when proposals are submitted?

A: Yes. The maximum email inbound attachment for GSA is 25MB per single email.

Technical and Pricing proposals may be submitted in separate emails since they are reviewed separately if that is easier. Emails should clearly include the Solicitation #, Project Title, and ‘Source Selection Sensitive: and the type of proposal in the email subject line.

Question #2:

Q: Does the safety plan count toward the maximum proposal page count for Factor 2 - Management Plan/Schedule?

A: Yes. GSA is looking for a high level safety approach in the proposal which will be an indicator of the company's approach to safety. A detailed safety plan will be submitted at a later time after contract award. Safety records have also been requested. Submittal requirements regarding Safety will be clarified in a future Amendment.

Question #3:

Q: Does the 20 page proposal limit include front and back?

A: Electronic proposals are required and there should be a maximum of 20 pages electronically.

Question #4:

Q: For the design review process, what format will be required?

A: GSA has a form that they have used on other projects, however if the DB contractor has a document that would work well it should be proposed. GSA will send out the template as part of an amendment.

Question #5:

Q: For the window repair scope of work, are interior alterations included in the scope from water damage at leaking windows?

A: Yes. Interior damage from leaking windows was reviewed on the walkthrough held on Monday, July 1st.

Question #6:

Q: What is the possibility of future walkthroughs with additional subcontractors?

A: GSA can provide other structured walkthroughs open to all bidders if it is requested.

Question #7:

Q: Are historic construction drawings available?

A: Yes. GSA has some historic drawings for the building and will share the documentation is has in its records.

Question #8:

Q: What is the likelihood of all three scopes (Facade, Windows, Roof) all being done at the same time?

A: The intent is to perform all three scope of work at the same time.

Question #9:

Q: In Factor 1, Design Solution/Technical Approach, Requirement g) Products, what if we are to suggest alternate products that are not specified in the PDS?

A: Proposed base pricing should include pricing for materials that is indicated in the PDS. If a contractor recommends another product, they should include alternate pricing for that product.

Pre-proposal Inquiry Tracking Log - Phase 2 RFP

EQ10PCPB2-19-0001-FOBExt

Item # Date Offeror Reference Inquiry Response Clarification or Change to Rqmnts

Published (email or Amendment)

1 6/19/2019 Lydig Technical Requirements We were wondering if there are any drawings or specifications associated with the project that will be issued?

drawings are part of the Project Development Study (PDS) which were provided under Phase 1 solicitation. If you need me to re-send let me

Clarification Div 1 & Specs will be issued via Amendment A0004

2 7/10/2019 Lydig Factor 2.1.g (Safety Plan) Please clarify the definition of preliminary safety plan in Factor 2.1.g.

FOB Exterior Restoration Project. Plan should address potential hazards discovered during pre-proposal conference and walkthrough. Plan should also address site specific practices and Clarification A0004

3 7/10/2019 Lydig

PDS, Assessment Methodology, Reference Materials (Page 8)

Can you share the 2013 Window Condition Survey and Elevation Diagram, 2007 Building Preservation Plan, and 2006 Roofing and Terra Cotta Study?

Yes. GSA will share via upload to contractor share Google drive on 7/18/19 as a part of this amendment (Amendment 004).

Clarification Window Conditions Survey, Building Preservation Plan and Roofing/Terra Cotta Study will be issued via Amendment 004 A0004

4 7/10/2019 Lydig SOW Section 2.3.5-2.3.6 Does GSA have a standard review comment form?

Yes. The document is included in this Amendment 004.

Clarification Drawing review template will be issued via Amendment 004 A0004

5 7/10/2019 Lydig PDS, Condition Assessment, Masonry - Granite (Page 17)

Are the granite site planter walls and vent well walls at the sidewalk included in the masonry scope of work?

No. The planter walls and vent walls are currently not in the scope of work. Clarification A0004

6 7/10/2019 Lydig

PDS, Needs Assessment Report, Summary of Findings, Next Steps (Page 10)

As part of the brick parapet rebuild work, the structural members are to be inspected, though no new structural work is identified. Are new, or replacement structural members to be included in the work?

conditions of the structural members and to make a determination if they are in need of repair or replacement based on their condition. The inspection and possible materials and installation (if required) are included in the scope of work. Clarification A0004

7 7/10/2019 Lydig

PDS, Summary of Selected Strategy, Steel Windows (Page 79) windows. During the site walkthrough, we noted that some, but not all windows include window shades. Where observed, window shades were sometimes present on the lower sash and upper sash or just the lower sash. What is the extent of window shade replacement? Has a window shade product type been

New interior window shades shall be provided for all windows. The Design Build Contractor shall provide the design for the window shades for GSA approval as well as fabrication and installation. Clarification A0004

8 7/10/2019 Lydig PDS, Conservation Strategies, Steel Windows (Page 57)

CLIN 0002 - A low-e film is included in the Selected Strategy Documentation, however, one has not been specified. Is there a basis of design or performance criteria for the low-e film?

Glazing - Alternative #2 of the PDS. Product options for low-e film are 3M Prestige Series and Madico as indicated. Clarification A0004

9 7/10/2019 Lydig PDS, Introduction, Design Standards (Page 8) should meet the same life safety objectives as other buildings while preserving historic spaces and features to the greatest extent possible". What is the seismic performance criteria for the project? Will building parapets be required to be upgraded to current seismic code?

This project will be required to meet the requirements set forth in the "Standards of Seismic Safety for Existing Federally Owned and Leased Buildings, ICSSC Recommended Practice 8 (RP 8)". Clarification A0004

10 7/10/2019 Lydig Original Construction Drawings Can the GSA provide construction drawings for the building's original construction?

The original construction drawings have been provided to the contractor shared google site on 7/17/19.

Clarification Original construction dwgs will be issued via Amendment 004 A0004

11 7/10/2019 Lydig PDS, Introduction, Design Standards (Page 8)

Will the GSA require the project be submitted to the local building code authority (Seattle Department of Construction and Inspections)? Will the GSA require the project be inspected by the local building code authority?

the nationally recognized codes referenced in the PDS. Any work that is to be done within the public space (sidewalks, street, etc.) will be subject to local permitting and jurisdiction. Clarification A0004

12 7/10/2019 Lydig - Will loading dock space be made available for construction deliveries?

Yes. Use of the loading dock will need to be coordinated with Property Management. Clarification A0004

13 7/10/2019 Lydig - Is there space available inside for temporary construction offices, worker break area and/or laydown area?

Minimal space will be provided in unoccupied areas of the building. Clarification A0004

14 7/10/2019 Lydig - Have helical anchors been installed over entrances/exits? If not, will these be required during this restoration project?

No helical anchors have been installed or are required at this time. Clarification A0004

15 7/10/2019 Lydig PDS, Introduction, Design Standards (Page 8)

Will any roof insulation need to be upgraded to meet current Washington State or City of Seattle energy codes?

meet the design standards in the PDS and the P-

100. Clarification A0004

16 7/10/2019 Lydig - Are there any work hour restrictions in occupied areas for inside work?

All work in occupied spaces will need to be coordinated for access and scheduling with impacted agencies and building management.

Disruptive work will be performed outside of Clarification A0004

17 7/10/2019 Lydig PDS, Introduction, Reference Materials (Page 8)

Is there a window survey available indicating the existing types or conditions of windows (reusable, altered, broken, plexi-glass, etc.)? Not current beyond what is identified in PDS.

Clarification, Window Survey will be issued via Amendment 004 A0004

18 7/10/2019 Lydig Phase 2 Solicitation, Exhibit #1 What CLIN does the exterior steel stairs and steel doors belong to?

stairs and steel doors are included in CLIN 0003 as indicated in Exhibit #1, Proposal Price Schedule Notes. Clarification A0004

19 7/10/2019 Lydig PDS, Conservation Strategies, Steel Windows (Page 55) existing intact glass. In our experience, a high percentage of glass will break during the window putty abatement process. Is it acceptable to replace the glass in lieu of attempting to salvage?

It is recommended that the DB contractor identify the glass replacement as a risk mitigating alternate for the Government to review.

Clarification, Requested alternate for possible change to requirements A0004

20 7/10/2019 Lydig - Is there any available capacity within the existing electrical system and panels to utilize for temporary power needs?

is still researching. What is the capacity needed for temp power? Clarification A0004

21 7/17/2019 Lydig - Will photos from the back of the parapet be made available?

Yes. Photos will be provided on 7/18/19 as a part of this amendment (Amendment 004).

Clarification, photos will be provided via Amendment 004 A0004

22 7/17/2019 Lydig SOW Section 2.3.5.1 What is the historic review process and its duration for this project? Does it coincide with milestone submittal reviews?

be reviewed by GSA's Historical Preservation Officer. There is no separate design review specific to the historical preservation scope. Clarification A0004

"General Decision Number: WA20190011 06/28/2019

Superseded General Decision Number: WA20180036

State: Washington

Construction Type: Building

County: King County in Washington.

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

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7/17/2019https://beta.sam.gov/wage-determination/WA20190011/6/document

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 01/11/2019 2 02/15/2019 3 03/01/2019 4 05/03/2019 5 06/14/2019 6 06/28/2019

ASBE0007-002 01/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 53.62 15.87

BRWA0001-011 06/01/2017

Rates Fringes

Bricklayers, Caulkers............$ 39.46 16.15

CARP0770-020 06/01/2018

Rates Fringes

CARPENTER (Acoustical Installation)....................$ 43.92 16.12 CARPENTER (Including Formwork, Drywall Hanging, Cabinet Installation;

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Insulator-Batt and Metal Stud Installation)....................$ 43.92 16.12

MILLWRIGHT.......................$ 45.42 16.12

PILEDRIVERMAN....................$ 44.17 16.12

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL

CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend

Zone Pay:

0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT

AND PILEDRIVER ONLY)

Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center

Zone Pay:

0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour

Page 3 of 15beta.SAM.gov

ELEC0046-006 02/04/2019

Rates Fringes

ELECTRICIAN......................$ 53.49 22.31

ELEC0046-007 02/04/2019

Rates Fringes

ELECTRICIAN (Alarm Installation Only)...............$ 31.67 3%+12.45 ELECTRICIAN (Low Voltage Wiring Only).....................$ 36.28 3%+13.20

ELEV0019-001 01/01/2019

Rates Fringes

ELEVATOR MECHANIC................$ 54.09 33.705

a. Paid Holidays- New Year's Day, Memorial day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving, Christmas Day

ENGI0302-019 06/01/2018

Rates Fringes

Power equipment operators:

Group 1A...................$ 44.44 19.97 Group 1AA..................$ 45.09 19.97 Group 1AAA.................$ 45.73 19.97 Group 1.....................$ 43.79 19.97

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Group 2.....................$ 43.23 19.97 Group 3.....................$ 42.74 19.97 Group 4.....................$ 40.01 19.97

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments)

GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Excavator/Trackhoe: Over 90 metric tons

GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Loaders-overhead, 8 yards and over; excavator/Trackhoe: over 50 metric tons to 90 metric tons

GROUP 1 - Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Excavator/Trackhoe: over 30 metric tons to 50 metric tons; Loader- overhead 6 yards to, but not including 8 yards; Dozer D-10; Screedman;

Scrapers: 45 yards and over; Grader/Blade

GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;

Drilling machine; Excavator/Trackhoe: 15 to 30 metric tons;

Horizontal/directional drill operator; Loaders-overhead under 6 yards; Crane Oiler-100 Tons and Over; Compactor;

Scraper: under 45 tons

GROUP 3 - Cranes-thru 19 tons with attachments; Dozers-D-9 and under; Motor patrol grader-nonfinishing; Roller-Plant Mix; Crane Oiler under 100 tons; Excavator/Trackhoe: under 15 metric tons; Forklift: 3000 lbs and over with attachments; Service Oiler; Concrete Pump; Outside Hoist (Elevators and Manlifts); Pump Grout

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GROUP 4 - Roller-other than plant mix; Forklift: under 3000 lbs with attachments; Bobcat; Rigger/Bellman

IRON0086-010 07/01/2018

Rates Fringes

IRONWORKER (Reinforcing, Structural and Ornamental).......$ 40.81 28.22

* LABO0242-002 06/01/2019

ZONE 1:

Rates Fringes

LABORER

GROUP 2A....................$ 31.03 11.94

GROUP 3.....................$ 37.27 11.94

GROUP 4.....................$ 38.19 11.94

GROUP 5.....................$ 38.80 11.94

ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):

ZONE 2 - $1.00

ZONE 3 - $1.30

BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,

TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.

TOWNSEND, PT. ANGELES, AND BREMERTON

ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall

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LABORERS CLASSIFICATIONS

GROUP 2A: Flagman

GROUP 3: General Laborer; Chipping Gun (under 30 lbs.); Form Stripping; Roof Tearoff

GROUP 4: Chipping Gun (over 30 lbs.); Concrete Saw Operator;

Gunite; Pipe Layer; Vibrating Plate

GROUP 5: Mason Tender-Brick; Mason Tender-Cement/Concrete;

Grade Checker

PAIN0005-029 07/01/2018

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 40.34 18.43

PAIN0005-030 07/01/2013

Rates Fringes

Painters:

Parking Lot and Highway Striping Only...............$ 28.00 14.33

PAIN0005-031 07/01/2018

Rates Fringes

PAINTER (Including Brush, Roller, Spray and Prep Work).....$ 30.55 11.68

PAIN0188-005 07/01/2018

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Rates Fringes

GLAZIER..........................$ 45.24 17.66

PAIN1238-002 09/01/2018

Rates Fringes

SOFT FLOOR LAYER (Including Vinyl and Carpet)................$ 31.82 17.18

PLAS0528-002 06/01/2018

Rates Fringes

PLASTERER........................$ 39.20 16.80

PLAS0528-004 06/01/2019

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 44.43 18.04

PLUM0032-009 01/01/2019

Rates Fringes

PIPEFITTER.......................$ 60.46 24.63

PLUMBER (Including HVAC Pipe Installation)....................$ 60.46 24.63

REFRIGERATION MECHANIC...........$ 26.87 23.64

ROOF0054-008 02/01/2019

Rates Fringes

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ROOFER (Includes Roof Tear Off, Waterproofing, and Installation of Metal Roofs).....$ 37.30 15.94

SFWA0699-006 01/01/2019

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 50.12 27.72

SHEE0066-023 06/01/2017

Rates Fringes

Sheet Metal Worker (Including HVAC Duct Work and Installation of HVAC Systems)....$ 49.85 26.60

* TEAM0174-005 01/01/2018

Rates Fringes

Truck drivers:

ZONE A:

GROUP 2:...................$ 35.63 18.67

ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates.

ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates.

*Zone pay will be calculated from the city center of the following listed cities:

BELLINGHAM CENTRALIA RAYMOND OLYMPIA

EVERETT SHELTON ANACORTES BELLEVUE

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SEATTLE PORT ANGELES MT. VERNON KENT

TACOMA PORT TOWNSEND ABERDEEN BREMERTON

TRUCK DRIVERS CLASSIFICATIONS

GROUP 2 - Semi-Trailer Truck

HAZMAT PROJECTS

Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows:

LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing.

LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit."" LEVEL A: +$.75 per hour - This level utilizes a fully-encapsulated suit with a self-contained breathing apparatus or a supplied air line.

SUWA2009-024 05/22/2009

Rates Fringes

LABORER: Driller................$ 17.17 5.36

LABORER: Irrigation.............$ 11.58 0.00

LABORER: Landscape..............$ 9.73 0.00

LABORER: Overhead Door Installation.....................$ 22.31 3.44

OPERATOR: Backhoe...............$ 29.95 7.20

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OPERATOR: Mechanic..............$ 24.33 4.33

ROOFER: Metal Roof..............$ 24.30 4.05

TILE SETTER......................$ 18.72 3.35

TRUCK DRIVER: Dump Truck........$ 27.43 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)).

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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

Page 12 of 15beta.SAM.gov 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.

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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.

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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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Phase 2_Pre-proposal Conference Slide Deck_DB FOB Ext Rest.pdf
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PPI Log_DB FOB Ext Restoration_Phase 2 2019 07 18_A0004.pdf
Sheet1

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