W912QR21R0008_Specs-0004.pdf

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Construction of the VA Medical Center (VAMC) Project in Louisville, KY
Solicitation number
W912QR21R0008
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This advance notice summarizes a forthcoming request for proposal for the construction of a new VA medical center campus in Louisville, KY. The project involves relocating medical operations from an aging existing facility to a new 34-acre site, including construction of a 104-bed hospital, 2,600-space parking structure, campus infrastructure, central utility plant, laundry facility, roadways and site improvements. Optional project elements include a laundry facility, second parking structure or lot, maintenance building, fencing and guard houses, landscaping, photovoltaic panels, and water tower. The firm-fixed-price contract has a ceiling of $705 million and 1,554-day performance period. Proposals will be evaluated on past performance, management, subcontractor experience, schedule, small business participation, and price using a best-value tradeoff process. The solicitation is expected to release on December 3, 2020 via SAM.gov and be awarded without discussions though discussions are an option.

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Text version

MILITARY/RESERVE BRANCH

ATTN: MICHAEL HUTCHENS

600 DR M L KING JR PL, RM 821

LOUISVILLE KY 40202-2236

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Solicitation number W912QR21R0008 for the Construction of the Veterans Affairs (VA) Medical Center (VAMC) in Louisville, KY is hereby amended as follow s:

SEE THE ATTACHED SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 23

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

16C. DATE SIGNED

BY 22-Jan-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR21R0008

X 9B. DATED (SEE ITEM 11)

03-Dec-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-Jan-2021

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964859

FACILITY CODECODE

EMAIL:TEL:

W912QR21R0008_Specs-0004

W912QR21R0008

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMDT 0004 - SUMMARY OF CHANGES

AMENDMENT 0004 – SUMMARY OF CHANGES

1. The following specification sections have been replaced in their entirety:

Volume No. Section No. Section Title CT 00 10 00 Price Breakout Schedule

PHASE A 03 30 02 Cast-in-Place Concrete for Site Structures

PHASE B

1-7* 00 01 10 Table of Contents *Only issued once via this amendment.

1 00 80 00.00 06 Special Provisions 1 01 50 00 Temporary Construction Facilities and

Controls 1 03 30 02 Cast-in-Place Concrete for Site Structures 1 05 50 00 Metal Fabrications

2 09 51 00 Acoustical Ceilings

3 10 14 00 Signage 3 11 74 00 Dental Equipment 3 14 92 00 Pneumatic Tube System

4 22 11 00 Facility Water Distribution 4 22 13 00 Facility Sanitary and Vent Piping

5 23 09 23 Direct Digital Control System for HVAC 5 23 21 11 Boiler Plant Piping Systems 5 23 21 13 Hydronic Piping 5 23 36 00 Air Terminal Units 5 25 10 10 Advanced Utility Metering System

7 32 31 13.02 Chain Link Fences and Gates (NOTE: The

Section Title also has changed.)

7 33 16 23 Ground Water Storage Tank Structure

2. The following specification sections have been deleted in their entirety:

PHASE B

1 05 21 00 Steel Joist Framing

2 07 40 00.02 Roofing and Siding Panels (Parking

Structure)

3. The following specification sections have been added in their entirety:

PHASE B

3** 11 00 00 Equipment Cut Sheets (Medical, Food

Service, VCS) (FOR REFERENCE ONLY) 3 13 31 13 Framed Fabric Structures **Issued as separate file.

4 22 05 29 Hangers and Supports for Plumbing Piping and Equipment

4. The following drawings have been replaced in their entirety:

***Drawings listed as being included in more than one Volume are only issued once via this amendment.

Volume No. Drawing No. Drawing Title

PHASE A

10 CU237A Sanitary Tank Structural Notes and Typical

Details

60 AE601F South Parking Door Schedule and Room Finish

Schedule

PHASE B

00 GI01100b*** Index of Drawings Volume 10 00 AI52003 Opening Details 00 IG101B1 VAMC Level 1 Sign Plan – Area 1 00 IG101B3 VAMC Level 1 Sign Plan - Area 3 00 IG101B4 VAMC Level 1 Sign Plan - Area 4 00 IG101B6 VAMC Level 1 Sign Plan - Area 6 00 IG509B VAMC Signage Details 00 IG600B VAMC Sign Message Schedule 00 IG601B VAMC Sign Message Schedule 00 IG602B VAMC Sign Message Schedule 00 IG603B VAMC Sign Message Schedule 00 T000*** Transportation Building Area Designation Plan 00 TC000*** Technology Building Area Designation Plan

10 GI01100b*** Index of Drawings Volume 10 10 CS136 Layout and Materials Plan Area 6 10 CS515 Concrete Retaining Wall Nos. 6 and 7 Elevations 10 CS531 Salt and Mulch Storage Details 1 10 CS532 Salt and Mulch Storage Details 2 10 TC000*** Technology Building Area Designation Plan

30 SF101B5 VAMC Level 1 Framing Plan Area 5 30 SF534B VAMC Typical Sections and Details 30 SF541B VAMC West Bar Sections and Details 30 SF542B VAMC West Bar Sections and Details 30 SF543B VAMC West Bar Sections and Details 30 SF545B VAMC West Bar Sections and Details

31 AI100B6 VAMC Ground Level Floor Plan Area 6 31 AI101B3 VAMC Level 1 Floor Plan Area 3 31 AI101iB4 VAMC Level 1i Floor Plan Area 4

31 AI101iB6 VAMC Level 1i Floor Plan Area 6 31 AI103B1 VAMC Level 3 Floor Plan Area 1 31 AI103B4 VAMC Level 3 Floor Plan Area 4 31 AI104iB4 VAMC Level 4i Floor Plan Area 4 31 AI104iB6 VAMC Level 4i Floor Plan Area 6 31 AI1C1B1 VAMC Level 1 Reflected Ceiling Plan Area 1 31 AI1C1B2 VAMC Level 1 Reflected Ceiling Plan Area 2 31 AI4154B VAMC Level 1 1B5501 Waiting 31 AI53010B VAMC Ceiling Details 31 T000*** Transportation Building Area Designation Plan 31 T101B VAMC Plans and Hoistway Section Elevators S3-S4 31 T103B VAMC Plans and Hoistway Section Elevators S7-S10 31 T104B VAMC Machine Room Plans and Hoistway Section

Elevators S7-S10

32 AE2004B VAMC Partial Exterior Elevation East Area 1 32 AE2005B VAMC Partial Exterior Elevation East Area 2 32 AE2006B VAMC Partial Exterior Elevation East Area 3 32 AE2010B VAMC Partial Exterior Elevation South Area 3 32 AE2012B VAMC Partial Exterior Elevation North Area 1 32 AE2014B VAMC Partial Exterior Elevation Concourse Area 1 32 AE2015B VAMC Partial Exterior Elevation Concourse Area 2 32 AE2016B VAMC Partial Exterior Elevation Concourse Area 3 32 AE5102B VAMC Plan Details – East Bar

33 AQ101B5C VAMC Level 1 Equipment Floor Plan Area 5C 33 AQ101B5D VAMC Level 1 Equipment Floor Plan Area 5D 33 AQ24103 VAMC Pharmacy Service Equipment Elevations 33 AQ24105 VAMC Pharmacy Service Equipment Elevations

34 PL100B6 VAMC Ground Level Plumbing Plan – Area B6 34 PL102B6 VAMC Level 2 Plumbing Plan – Area B6 34 PL103B6 VAMC Level 3 Plumbing Plan – Area B6 34 PL400B5 VAMC Ground Level Enlarged Plumbing Plan –

Kitchen 34 PL402B VAMC Enlarged Plumbing Plans 34 PL601B VAMC Schedules – Plumbing

35 MH602B VAMC Mechanical Schedules 35 MH803B VAMC AHU (CV) Sequence of Operations Controls

37 TC000*** Technology Building Area Designation Plan

40 AE100 Laundry Central Utility Plant Ground Level

Composite Floor Plan 40 AE100C1 Dock Ground Level Floor Plan Area C1 40 AE100C2 Laundry Ground Level Floor Plan Area C2 40 AE101 Laundry Central Utility Plant Level 1 Composite

Floor Plan 40 AE101C1 Dock Roof Plan Area C1 40 AE101C2 Laundry Low Roof and Mezzanine Level Floor Plan

Area C2 40 AE102 Laundry Central Utility Plant Composite Roof Plan 40 AE102C2 Laundry Roof Plan Area C2 40 AI100D1 Central Utility Plant Ground Level Interior Floor

Plan Area D1

40 AI100D2 Central Utility Plant Ground Level Interior Floor Plan Area D2

40 AI101D1 Central Utility Plant Mezzanine Interior Floor Plan Area D1

40 AI101D2 Central Utility Plant Mezzanine Interior Floor Plan Area D2

40 AI102D1 Central Utility Plant Level 1 Interior Floor Plan Area D1

40 AI102D2 Central Utility Plant Level 1 Interior Floor Plan Area D2

40 AI701D Central Utility Plant Stair Drawings 40 AI702D Central Utility Plant Stair Drawings 40 AI703D Central Utility Plant Stair Details 40 AI704D Central Utility Plant Stair Details 40 MH100C2 Laundry Ground Level HVAC Plan 40 MH601D Central Utility Plant Mechanical Schedules 40 TC000*** Technology Building Area Designation Plan

50 AE405E North Parking Misc Room and Enlarged Roof Plans 50 AE601E Door Schedule and Room Finish Schedule 50 AT402E Gar-N Plans and Section Elevators PK1-PK4 50 TC000*** Technology Building Area Designation Plan

60 TC000*** Technology Building Area Designation Plan

70 TC000*** Technology Building Area Designation Plan 70 SF101M1 Bus Shelter – Structural Plans, Sections, and

Details

5. The following drawings were revised via Amendment 0002. However, a complete listing of the Volumes impacted was not included in the Summary of Changes. In addition to Volumes noted in Amendment 0002, the following drawings also should be replaced in their entirety within the following Volumes.

Volume No. Drawing No. Drawing Title

10 EE001 Electrical Symbols and Abbreviations, Part 1

40 MH503 General Mechanical Details 40 EE001 Electrical Symbols and Abbreviations, Part 1

50 EE001 Electrical Symbols and Abbreviations, Part 1 50 MH503 General Mechanical Details

60 EE001 Electrical Symbols and Abbreviations, Part 1 60 MH503 General Mechanical Details

70 EE001 Electrical Symbols and Abbreviations, Part 1 70 MH503 General Mechanical Details

6. The following drawings were revised via Amendment 0003. However, a complete listing of the Volumes impacted was not included in the Summary of Changes. In addition to the Volumes noted in Amendment 0003, the following drawings also should be replaced in their entirety within the following volumes.

Volume No. Drawing No. Drawing Title

10 EE000 Electrical Building Area Designation Plan 10 EE002 Electrical Symbols and Abbreviations, Part 2 10 TC001 Technology Symbols Legend

34 PL0000 Plumbing Building Area Designation Plan

36 EE002 Electrical Symbols and Abbreviations, Part 2

37 TC001 Technology Symbols Legend

40 EE002 Electrical Symbols and Abbreviations, Part 2 40 TC001 Technology Symbols Legend

50 EE002 Electrical Symbols and Abbreviations, Part 2 50 TC001 Technology Symbols Legend

60 EE002 Electrical Symbols and Abbreviations, Part 2 60 TC001 Technology Symbols Legend

70 EE002 Electrical Symbols and Abbreviations, Part 2 70 TC001 Technology Symbols Legend

7. Wage Determination KY20210093 (Building) has been updated.

Wage Decision KY20210093, Modification 1, dated 15 January 2021 is hereby incorporated.

- - - END OF SUMMARY OF CHANGES - - -

SECTION 00 10 00 - SOLICITATION

The following have been modified:

PRICE BREAKOUT SCHEDULE

SECTION 00 10 00

PRICE BREAKOUT SCHEDULE

Amendment 0004

PROJECT: Replacement VA Medical Center

LOCATION: Louisville, KY

PROJECT NUMBER: P2 453413 / VA PN 603-320

OFFEROR:

Item No.

Description Quantity Unit Unit

Price Amount

BASE PROPOSAL

Amendment 0003************************************************************************************************ 0001 Sitework 1 Job NA $ All costs associated with work beyond a line five feet outside of the exterior walls of the project structures to include, but not limited to, grading, site utilities, site improvements, etc., as indicated in Phase A Volume 10 and Phase B Volume 10 of the plans, unless otherwise not necessary due to combining of the Phases into one project. This Item also is exclusive of all costs associated with the indicated portion of Option D (Salt and Mulch Storage), the indicated portion of Option E (Fencing and Gates), all of Option F (Landscaping), and the indicated portion of Option H (piping and paving). This Item also is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal. This Item also includes all costs to grade and permanently seed stabilize areas in lieu of the structures and features associated with all of Option A (Laundry), all of Option B (South Parking Structure), the indicated portion of Option E (Guard Houses), all of Option F (Landscaping), and all of Option H (Water Tower, Water Tank, and Pump House). This Item also includes all costs to grade and place vehicular concrete in lieu of the structures associated with Option D (Maintenance Building, Salt and Mulch Storage, and Fuel Island). This Item also includes all costs to extend and merge the concrete curb and gutter along the Boulevard and the concrete integral curb along the West Service Drive, in lieu of the entrances to Option B (South Parking Structure).

************************************************************************************************Amendment 0003

0002 Drilled Piers in Unclassified

Excavations 1 Job NA $

All costs associated with the installation of the drilled pier foundations in unclassified excavations for the project structures included in the Base Proposal, to include the South Covered Walkway as indicated in Phase B Volume 10. This Item includes, but is not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, and disposal of any associated spoils. For purposes of this Item, unclassified excavations are as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified diameter, which shall sum to the total amount for this Item.

a 24” Diameter 480 VLF $ $ b 30” Diameter 1,050 VLF $ $ c 36” Diameter 1,810 VLF $ $ d 42” Diameter 700 VLF $ $ e 48” Diameter 1,130 VLF $ $ f 54” Diameter 820 VLF $ $

Item No.

Description Quantity Unit Unit g 60” Diameter 540 VLF $ $ h 72” Diameter 40 VLF $ $

0003 Drilled Piers in Rock 1 Job NA $ All costs associated with the installation of the drilled pier foundations in rock for the project structures included in the Base Proposal, to include the South Covered Walkway as indicated in Phase B Volume 10. This Item includes, but is not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, rock sockets, and disposal of any associated spoils. This Item is exclusive of all costs associated with any required test probe holes, which are covered under Item 0004. For purposes of this Item, rock is as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The unit prices and subtotals shall be provided below for the estimated quantities listed for each specified diameter, which shall sum to the total amount for this Item.

a 24” Diameter 100 VLF $ $ b 30” Diameter 270 VLF $ $ c 36” Diameter 1,130 VLF $ $ d 42” Diameter 350 VLF $ $ e 48” Diameter 470 VLF $ $ f 54” Diameter 610 VLF $ $ g 60” Diameter 120 VLF $ $ h 72” Diameter 10 VLF $ $

0004 Drilled Pier Test Probe Holes 786 EA $ $ All costs associated with the installation of the estimated quantity of test probe holes in drilled piers for the project structures included in the Base Proposal, to include the South Covered Walkway as indicated in Phase B Volume 10. This Item includes, but is not limited to, associated mobilization, labor, equipment, and disposal of any associated spoils, as required per SECTION 31 63 26 DRILLED PIER for Phase B.

0005 Open Excavation Rock Removal 19,670 CY $ $ All costs associated with removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with open excavations. For purposes of this Item, open excavation rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phases A and B, as appropriate. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.

0006 Trench and Pit Rock Removal 3,190 CY $ $ All costs associated with the removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with trenches and pits. For purposes of this Item, trench and pit rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phases A and B, as appropriate. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.

0007 Hospital Building 1 Job NA $ All costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase B Volumes 30 through 37 and, as appropriate, Phase B Volume 00 of the plans. This Item is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal.

Amendment 0003************************************************************************************************ 0008 Dock / Central Utility Plant (CUP) 1 Job NA $ All costs associated with work within a line five feet outside of the exterior wall of the structures as indicated in Phase B Volume 40 and, as appropriate, Phase B Volume 00 of the plans. This Item is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal. This Item also is exclusive of all costs associated with Option A (Laundry), with the exception of the Connector area with the CUP. This

Description Quantity Unit Unit

Item is inclusive of the insulated wall construction with four-inch wythe of ground faced CMU above the roof of the laundry on the CUP indicated on Phase B Volume 40 Sheet AE312D Wall Section F6 extending down to the foundation of the north wall of the CUP. This item is exclusive of the eight-inch wythe of CMU on the Laundry side of the north wall of the CUP indicated on Phase B Volume 40 Sheet AE312D Wall Section F6.

0009 North Parking Structure 1 Job NA $ All costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase B Volume 50 and, as appropriate, Phase B Volume 00 of the plans. This Item is inclusive of all structural steel shown on Phase B Volume 50 Sheet SF107E. This Item is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal. This Item also is exclusive of all costs associated with Option G (Photovoltaic (PV) Panel at North Parking Structure), to include the PV panels and support framing, with the exception of any associated utility conduits to connect to the overall structure utilities.

0010 Outbuildings and Miscellaneous

Structures 1 Job NA $

All costs associated with work within a line five feet outside of the exterior wall of the structures as indicated in Phase B Volume 70 of the plans. This Item is exclusive of all costs associated with the indicated portions of Option D (Maintenance Building and Fuel Island), the indicated portions of Option E (Guard Houses), and the indicated portions of Option H (Water Tower, Water Tank, and Pump House).

************************************************************************************************Amendment 0003

0011 Government Field Office 1 Job NA $ All costs associated with providing a Government Field Office, to include facility and all associated furniture and equipment, as specified in Section 01 50 00, Paragraph 3.6 (including associated subparagraphs).

Amendment 0003************************************************************************************************ 0012 Utility Provider Fees 1 Job NA $ 1,080,000 All fees associated with permanent utilities to be paid directly to the indicated utility providers. The fees are totaled under this Item and are itemized below by utility provider for reference. Only the Item total is to be included in the Total Base Proposal (i.e., do not include the itemized totals also).

a Louisville/Jefferson County

Metropolitan Sewer District (MSD) Connection fee, capacity charge, and inflow and infiltration (I/I) surcharge for connection to the sanitary sewer system.

1 Job NA $ 850,000 b Louisville Water Company (LWC)

System development charge, service installation fee, and tapping fee for four eight inch connections: two fire and two domestic.

1 Job NA $ 130,000 c Louisville Gas and Electric Company

(LG&E)

Connection fee for natural gas and electric.

1 Job NA $ 100,000

TOTAL BASE PROPOSAL $

Description Quantity Unit Unit

OPTIONS

0013 Option A1 – Laundry 1 Job NA $ This Item includes all work required in lieu of or in addition to that work included in the

Base Proposal. All additional costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase B Volume 40 and, as appropriate, Phase B Volume 00 of the plans. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structure are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place. This Item is inclusive of all additional costs to construct the north wall of the CUP in accordance with Phase B Volume 40 Sheet AE312D Wall Section F6 in lieu of or in addition to the wall construction included in the Base Proposal Item 0008 – Dock / Central Utility Plant (CUP). This Item is exclusive of all costs associated with “Option A2 – Laundry – Drilled Piers in Unclassified Excavations”, “Option A3 – Laundry – Drilled Piers in Rock”, and “Option A4 – Drilled Pier Test Probe Holes”.

***This Option must be exercised in conjunction with “Option A2 – Laundry – Drilled Piers in Unclassified Excavations”, “Option A3 – Laundry – Drilled Piers in Rock”, and “Option A4 – Laundry – Drilled Pier Test Probe Holes”.

***This Option may be exercised within 400 calendar days after Notice to Proceed.

0014 Option A2 – Laundry – Drilled Piers in Unclassified Excavations 1 Job NA $

All costs associated with the installation of the drilled pier foundations in unclassified excavations associated with “Option A1 – Laundry”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, and disposal of any associated spoils. For purposes of this Item, unclassified excavations are as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified a 24” Diameter 90 VLF $ $ b 30” Diameter 80 VLF $ $

***This Option must be exercised in conjunction with “Option A1 – Laundry”, “Option A3 –

Laundry – Drilled Piers in Rock”, “Option A4 – Laundry – Drilled Pier Test Probe Holes”.

0015 Option A3 – Laundry – Drilled Piers in Rock 1 Job NA $

All costs associated with the installation of the drilled pier foundations in rock associated with “Option A1 – Laundry”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, rock sockets, and disposal of any associated spoils. This Item is exclusive of all costs associated with any required test probe holes, which are covered under Item 0016. For purposes of this Item, rock is as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified diameter, which shall sum to the total amount for this Item.

a 24” Diameter 30 VLF $ $ b 30” Diameter 70 VLF $ $

***This Option must be exercised in conjunction with “Option A1 – Laundry”, “Option A2 –

Laundry – Unclassified Excavations”, and “Option A4 – Drilled Pier Test Probe Holes”.

Description Quantity Unit Unit

0016 Option A4 – Laundry – Drilled Pier

Test Probe Holes

22 EA $ $

All costs associated with the installation of the estimated quantity of test probe holes in drilled piers associated with “Option A1 – Laundry”, to include, but not limited to, associated mobilization, labor, equipment, and disposal of any associated spoils, as required per SECTION 31 63 26 DRILLED PIER for Phase B.

***This Option must be exercised in conjunction with “Option A1 – Laundry”, “Option A2 –

Laundry – Unclassified Excavations”, and “Option A3 – Laundry – Drilled Piers in Rock”.

Amendment 0001************************************************************************************************ 0017 Option B1 – South Parking

Structure 1 Job NA $

This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase A Volume 60, Phase B Volume 60, and, as appropriate, Phase B Volume 00 of the plans, unless otherwise not necessary due to combining of the Phases into one project. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structure are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place. This Item is inclusive of all structural steel shown on Phase A Volume 60 Sheet SF107F. This Item is exclusive of all costs associated with “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”. This Item also is exclusive of all costs associated with “Option J – Photovoltaic (PV) Panel at South Parking Structure”. All costs associated with any associated utility conduits to connect to the overall structure utilities to “Option J – Photovoltaic (PV) Panel at South Parking Structure” are to be included in the Base Proposal.

NOTE: This Option will not be exercised if “Option C – South Parking Lot” is exercised.

***This Option must be exercised in conjunction with “Option B2 – South Parking Structure

– Drilled Piers in Unclassified Excavations”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.

************************************************************************************************Amendment 0001

0018 Option B2 – South Parking

Structure – Drilled Piers in Unclassified Excavations

1 Job NA $

All costs associated with the installation of the drilled pier foundations in unclassified excavations associated with “Option B1 – South Parking Structure”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, and disposal of any associated spoils. For purposes of this Item, unclassified excavations are as defined in SECTION 31 63 26 DRILLED PIER for Phase A. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified a 30” Diameter 60 VLF $ $ b 36” Diameter 70 VLF $ $ c 42” Diameter 20 VLF $ $ d 48” Diameter 350 VLF $ $ e 54” Diameter 60 VLF $ $

Description Quantity Unit Unit

***This Option must be exercised in conjunction with “Option B1 – South Parking

Structure”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.

0019 Option B3 – South Parking

Structure – Drilled Piers in Rock 1 Job NA $

All costs associated with the installation of the drilled pier foundations in rock associated with “Option B1 – South Parking Structure”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, rock sockets, and disposal of any associated spoils. This Item is exclusive of all costs associated with any required test probe holes, which are covered under Item 0020. For purposes of this Item, rock is as defined in SECTION 31 63 26 DRILLED PIER for Phase A. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified a 30” Diameter 30 VLF $ $ b 36” Diameter 80 VLF $ $ c 42” Diameter 10 VLF $ $ d 48” Diameter 440 VLF $ $ e 54” Diameter 60 VLF $ $

Structure”, “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.

0020 Option B4 – South Parking

Structure – Drilled Pier Test Probe Holes

138 EA $ $

All costs associated with the installation of the estimated quantity of test probe holes in drilled piers associated with “Option B1 – South Parking Structure”, to include, but not limited to, associated mobilization, labor, equipment, and disposal of any associated spoils, as required per SECTION 31 63 26 DRILLED PIER for Phase A.

Structure”, “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.

0021 Option B5 – South Parking

Structure – Trench and Pit Rock Removal

140 CY $ $

All costs associated with the removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with trenches and pits. For purposes of this

Description Quantity Unit Unit

Item, trench and pit rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phase A. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.

Structure”, “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, and “Option B3 – South Parking Structure – Drilled Piers in Rock”, and “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”.

Amendment 0004************************************************************************************************ 0022 Option C – South Parking Lot 1 Job NA $ This Item includes all work required in lieu of or in addition to that work included in the

Base Proposal. All additional costs associated with any associated delegated design required and construction of a South Parking Lot in the location indicated for the South Parking Structure. Construction details are to be per Phase B Volume 10 of the plans for the North Parking Lot, to include storm drainage and site lighting. The layout of the South Parking Lot is to be similar to that on Sheet CS130 of Phase B Volume 10 of the plans, to include a total of approximately 200 spaces.

NOTE: This Option will not be exercised if “Option B – South Parking Structure” and its associated Items are exercised.

************************************************************************************************Amendment 0004

0023 Option D1 – Maintenance Building, Salt and Mulch Storage, and Fuel Island

1 Job NA $

This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with work within a line five feet outside of the exterior wall of the identified structures as indicated in Phase B Volume 70 of the plans for the Maintenance Building and Phase B Volume 10 of the plans for Salt and Mulch Storage. In addition, all additional costs associated with the Fuel Island as indicated in Phase B Volume 70 of the plans, to include the associated underground fuel tanks, but exclusive of all costs associated with “Option D2 – Fuel Storage Tanks – Open Excavation Rock Removal”. Phase B Volume 00 of the plans is applicable, as appropriate. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structures are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place.

***This Option must be exercised in conjunction with “Option D2 – Fuel Storage Tanks –

Open Excavation Rock Removal”.

0024 Option D2 – Fuel Storage Tanks –

Open Excavation Rock Removal

380 CY $ $

All costs associated with the removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with open excavations. For purposes of this Item, open excavation rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phase B. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.

***This Option must be exercised in conjunction with “Option D1 – Maintenance Building, Salt and Mulch Storage, and Fuel Island”.

Description Quantity Unit Unit

0025 Option E – Fencing, Gates, and

Guard Houses 1 Job NA $

This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with fencing and gates as indicated in Phase B Volume 10 of the plans (exclusive of temporary construction and silt fences which are to be included in the Base Proposal Item 0001 – Sitework) and all additional costs within a line five feet outside of the exterior wall of the Guard Houses as indicated in Phase B Volume 70 of the plans. Phase B Volume 00 of the plans is applicable, as appropriate. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structures are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place.

0026 Option F – Landscaping 1 Job NA $ This Item includes all work required in lieu of or in addition to that work included in the

Base Proposal. All additional costs associated planting beds, plantings, and irrigation, as indicated in Phase B Volume 10 of the plans.

0027 Option G – Photovoltaic (PV) Panel at North Parking Structure 1 Job NA $

This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with the structure as indicated in Phase B Volume 50 of the plans, to include the additional support framing required by the delegated design indicated in Phase B Volume 50 Sheet SF107E Plan Note 1. All costs associated with any associated utility conduits to connect to the overall structure utilities are to be included in the Base Proposal Item 0009 (North Parking Structure).

0028 Option H – Water Tower, Water

Tank, and Pump House 1 Job NA $

This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with the Water Tower, Water Tank, and Pump House as indicated in Phase B Volume 70 of the plans for the redundant water supply for the mission critical facility. Phase B Volume 00 of the plans is applicable, as appropriate. This Item is inclusive of all equipment within the Pump House. This Item also is inclusive of the piping between the water tower and the water main, from the water tower to the water tank and pump house, from the water tank to the pump house , and from the pump house to the water main and fire main as indicated on Phase B Volume 10 Sheet CU104b of the plans. This Item also is inclusive of any associated paving and stone in the area, exclusive of the frost slab at the doorway of the West Electrical Building as indicated on Phase B Volume 10 Sheet CS134.

Amendment 0001************************************************************************************************ 0029 Option J – Photovoltaic (PV) Panel at South Parking Structure 1 Job NA $

This Item includes all work required in lieu of or in addition to that work included in “Option B1 – South Parking Structure”. All additional costs associated with the structure as indicated in Volume 60 of the plans for both Phase A and Phase B, to include the additional support framing required by the delegated design indicated in Phase A Volume 60 Sheet SF107F Plan Note 1. All costs associated with any

Description Quantity Unit Unit associated utility conduits to connect to the overall structure utilities are to be included in “Option B1 – South Parking Structure”.

Structure”.

************************************************************************************************Amendment 0001 ************************************************************************************************Amendment 0003

TOTAL ALL OPTIONS $

TOTAL BASE PROPOSAL

AND ALL OPTIONS

– END OF PRICE BREAKOUT SCHEDULE –

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

WAGE RATE KY93 - BUILDING

WAGE RATES INFORMATION

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract clauses in Section 00 70 00: FAR 52.222-4 -- Contract Work Hours and Safety Standards -- Overtime Compensation; FAR 52.222-6 - Construction Wage Rate Requirements (formerly named “Davis-Bacon Act”); and, FAR 52.222-10 -- Compliance with Copeland Act Requirements.

Wage decisions included are: KY20210093 Building (KY93) KY20210038 Highway (KY38) KY20210072 Heavy (KY72)

The Building decision applies to construction of all buildings, including the parking structures.

The Highway decision applies to all paving, to include roads, parking lots, sidewalks, and walkways.

The Heavy decision applies to all non-Building and non-Highway construction.

The work to be performed is located in the State of Kentucky, Jefferson County.

General Decision Number: KY20210093 01/15/2021

Superseded General Decision Number: KY20200093

State: Kentucky

Construction Type: Building

County: Jefferson County in Kentucky.

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 $10.95 for calendar year 2021 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 $10.95 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 2021. 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 01/01/2021 1 01/15/2021

BOIL0040-001 03/01/2018

Rates Fringes

BOILERMAKER......................$ 35.10 27.56

CARP0175-001 12/01/2020

Rates Fringes

CARPENTER (Includes Acoustical Ceiling Installation, Drywall

Hanging, Metal Stud Installation, Form Work, and Floor Laying - Carpet and Vinyl)...........................$ 26.75 19.61

CARP1076-001 06/01/2018

Rates Fringes

MILLWRIGHT.......................$ 27.20 19.97

ELEC0369-012 05/28/2019

Rates Fringes

ELECTRICIAN (Includes Low Voltage Wiring)..................$ 32.44 17.22

ELEV0020-001 01/01/2020

Rates Fringes

ELEVATOR MECHANIC................$ 46.53 35.425

PAID HOLIDAYS:

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

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

ENGI0181-054 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Drill)..........................$ 33.58 17.25

ENGI0181-079 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Loader).........................$ 33.58 17.25

ENGI0181-081 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane)..........................$ 33.58 17.25

CRANES WITH BOOM 150 FEET & OVER, INCLUDING JIB, SHALL

RECEIVE $.75 ABOVE THE WAGE RATE; 250 FEET AND OVER,

INCLUDING JIB, SHALL RECEIVE $1.50 ABOVE THE WAGE RATE.

ALL CRANES WITH PILING LEADS WILL RECEIVE $.50 ABOVE THE

WAGE, REGARDLESS OF BOOM LENGTH.

ENGI0181-082 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Forklift).......................$ 33.58 17.25

ENGI0181-093 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Oiler)..........................$ 28.20 17.25

IRON0044-017 06/01/2020

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 30.47 21.20

IRON0070-014 06/01/2020

Rates Fringes

IRONWORKER (Structural and Reinforcing).....................$ 30.42 23.15

LABO0576-016 07/01/2020

Rates Fringes

LABORER (Backfiller, Carpenter Tender, Demolition, Common or General)...............$ 20.52 11.40

LABO0576-019 07/01/2020

Rates Fringes

LABORER (Grouting, Mason Tender - Cement/Concrete, Power Tool Operator, Tamper - Hand Held).......................$ 20.72 11.40

PLUM0502-006 08/01/2020

Rates Fringes

PLUMBER..........................$ 34.37 23.33

PLUM0502-011 08/01/2020

Rates Fringes

PIPEFITTER (Includes HVAC Pipe and Unit Installation)......$ 34.37 23.33

ROOF0147-001 04/01/2018

Rates Fringes

ROOFER...........................$ 24.43 10.20

* SFKY0669-001 01/01/2021

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.63 22.07

SHEE0110-005 06/01/2017

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct Installation)..........$ 29.17 22.00

* UAVG-KY-0015 01/01/2019

Rates Fringes

LABORER: Airtool Operator.......$ 20.14 10.63

* UAVG-KY-0017 01/01/2019

Rates Fringes

LABORER: Vibrating Plate........$ 20.16 10.63

* UAVG-KY-0019 01/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 28.60 16.62

SUKY2015-032 06/02/2015

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 26.83 12.67

BRICKLAYER.......................$ 24.03 8.03

CEMENT MASON/CONCRETE FINISHER...$ 20.21 9.70

LABORER: Concrete Saw (Hand Held/Walk Behind)................$ 19.93 5.97

LABORER: Mason Tender - Brick...$ 14.30 1.13

LABORER: Pipelayer..............$ 20.36 9.90

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 22.27 3.72

OPERATOR: Bulldozer.............$ 21.49 3.84

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 22.52 4.00

OPERATOR: Roller................$ 23.60 12.65

PAINTER (Brush and Roller).......$ 21.28 11.94

PAINTER: Spray..................$ 22.81 11.87

TILE FINISHER....................$ 15.42 5.63

TILE SETTER......................$ 22.64 6.10

TRUCK DRIVER: Dump Truck........$ 23.60 8.03

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal…

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