Amendment 0002 W912P622B0003 Chicago Harbor Breakwater Repairs and North Pier Resurfacing.pdf

W81G6620763167

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

REFERENCE: INVITATION FOR BIDS NO. W912P622B0003, "CHICAGO HARBOR BREAKWATER REPAIRS AND NORTH PIER RESURACING IN

COOK COUNTY, CHICAGO HARBOR BREAKWATER AND NORTH PIER, ILLINOIS"

A. The Bid Opening Date is EXTENDED by this Amendment. The response due date is extended to August 30, 2022, the response time is unchanged. Therefore, bids shall be submitted PRIOR TO 1:00 p.m. (Central Time) on August 30, 2022. For further details regarding bid submission, please refer to Solicitation Section 00 22 13 – “Supplementary Instructions to Bidders.”

- THIS AMENDMENT CONTINUES ON THE NEXT PAGES -

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 10-Aug-2022

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 W912P622B0003

X 9B. DATED (SEE ITEM 11)

15-Jul-2022

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 X is extended, 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

10-Aug-2022

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P622B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

B. AMENDED DRAWING SHEETS: The following Drawing Sheets have been revised and are hereunder enclosed replacing the previously furnished respective sheets.

SHEET REF. NO. TITLE AND DESCRIPTION

G-001 Location Map & Vicinity Map

- Sheet C-305 was deleted from the sheet index

C-301 Breakwater Typical Section

- The typical breakwater cross section was replaced.

- The distance of the grout rows was reduced from 4 ft to 2.5 ft.

- Notes: (2), (3), (7), (11) have been updated

- Notes: (5) and (8) were combined

C-305 Breakwater Civil Cross Sections

- Sheet was deleted

C-501 BW Timber Cribs Details and Grout Hole Locations

- Dimensions of cap and grout holes were updated

- Wording for notes (1), (7) and (11) was updated

C. WAGE DETERMINATION: This Amendment encloses the most recent Wage Determination, General Decision Number: WD IL20220009 08/05/2022, which is attach hereto.

D. POINT OF CONTACT: The Point of Contact (POC) for this Amendment is Ericka Hillard at (312) 846-5378;

email: ericka.d.hillard@usace.army.mil.

END OF AMENDMENT NO. 0002

(The aforementioned Drawing Sheets and Wage Determination follows)

LOCATION

PROJECT

LOCATION

PROJECT

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COOK COUNTY, ILLINOIS

& NORTH PIER RESURFACING FY22

CHICAGO HARBOR BREAKWATER REPAIRS

W912P6-22-B-0003

JULY 2022

W912P6-22-C-XXXX

CHICAGO DISTRICT

LOCATION MAP

(N.T.S.)

VICINITY MAP

(N.T.S.)

REFERENCE SHEET - 1964 REHAV NORTH PIERR-01134.

REFERENCE SHEET - 1964 REHAV NORTH PIERR-01033.

REFERENCE SHEET - PRELIMINARY FINAL AS BUILT JAN 2022R-00932.

REFERENCE SHEET - DUCT BANK LOCATIONR-00831.

REFERENCE SHEET - ASBUILT PLANS 2017 WORK PERFORMEDR-00730.

REFERENCE SHEET - ASBUILT PLANS 2014 WORK PERFORMEDR-00629.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00528.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00427.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00326.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00225.

REFERENCE SHEET - EXISTING NORTH PIER UTILITIESR-00124.

RETAINING WALL DETAIL S-50223.

SLAB DETAILSS-50122.

STRUCTURAL DEMOLITION PLAN SD-10021.

STRUCTURAL PLAN VIEWS-10020.

EAST END SLOPE STABILIZATIONC-50419.

NORTH PIER CIVIL DETAIL SAFETY HANDRAILC-50318.

NORTH PIER CIVIL DETAILS CONCRETE PAVEMENTC-50217.

BW TIMBER CRIB DETAILS AND GROUT HOLE LOCATIONSC-50116.

BREAKWATER CIVIL CROSS SECTIONSC-30515.

NORTH PIER CIVIL CROSS SECTIONSC-30414.

NORTH PIER CIVIL CROSS SECTIONSC-30313.

NORTH PIER ROADWAY TYPICAL SECTIONC-30212.

STRUCTURE BREAKWATER TYPICAL SECTIONC-30111.

PAVEMENT TYPICAL REINFORCEMENTC-10410.

SITE PLAN NORTH PIERC-1039.

BREAKWATER SITE PLAN STA. 35+00 TO STA. 45+00C-102.8

REAKWATER SITE PLAN STA. 18+00 TO STA. 32+00BC-1017.

NORTH PIER WORKLIMITSC-0026.

BREAKWATER WORKLIMITSC-0015.

EXISTING NORTH PIER SITE AND UTILITIESV-0024.

SURVEY CONTROLV-0013.

GENERAL NOTES, LEGEND & SYMBOLS G-0022.

LOCATION MAP & VICINITY MAPG-0011.

REFERENCENUMBER

TITLE SHEET SHEET

SHEET INDEX

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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3/4" RD. BARS 25'-6" AND 15'-6" LONG

EXISTING LONGITUDINAL TIMBER

2'-6" 2'-6"

6'-0"6'-0"6'-0"6'-0"6'-0"

30'-0"

2'-0" 2'-4" 2'-5" 2'-4"

10'-7"

18'-0"

1'-6""2

3'-9"2

3'-9

3'-0"

10'-7"

2'-0"2'-4"2'-4"2'-4"

"8

10'-2"4

9'-7"8

10'-2

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10"X12" CROSS TIE

LAKE SIDE HARBOR SIDE

APPROX. -10 TO -15

LAKE BOTTOM

LAKE MICHIGAN ELEV. 577.5

LOW WATER DATUM FOR

STAGE 1

STAGE 2

RIMOUSKIY, QUEBEC, INTERNATIONAL GREAT LAKES DATUM, IGLD 1985.

HYDRAULIC CORRECTOR FEET ABOVE THE REFERENCE PLANE AT

(LWD) FOR LAKE MICHIGAN WHICH HAS AN ELEVATION OF 577.5 + 0.34

ELEVATIONS ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM 11.

VOIDS. SHOULDER RELIEF WELLS DO NOT REQUIRE BACKFILLING.

GROUT. THE WELLS AVERAGE 6 FEET DEEP AND VARY IN DEPTH DUE TO

BACKFILL THE 2'X2' CAP RELIEF WELLS WITHIN THE WORK SCOPE WITH

STATIONS 20+16 TO 25+10 AND SPACED APPROXIMATELY 8 FEET APART.

RELIEF WELLS ON THE CAP ARE LOCATED BETWEEN APPROXIMATE 10.

REPAIR.

REFER TO SPECIFICATION SECTION 35 31 25 TIMBER CRIB BREAKWATER

STAGE 2 GROUTING WILL TAKE PLACE IN THE REMINDER OF THE HOLE.

STAGE 1 GROUTING WILL TAKE PLACE 2 FEET BELOW THE SHOULDER. 9.

THE DIMENSIONS OF THE CAP SURFACE MAY VARY DUE TO WEATHERING.8.

WITHIN 2 FEET WITH APPROVAL FROM THE COR.

STRUCTURE OR DRILL THROUGH IT. GROUT HOLES MAY BE RELOCATED

CONTRACTOR SHALL EITHER LOCATE THE EXISTING REBAR WITHIN THE

BLOCK AND CAP BLOCK ARE UNKNOWN AND ARE INCONSISTENT.

LOCATIONS AND QUANTITIES OF EXISTING REBAR IN THE CONCRETE FOOT 7.

ASSUMED TO BE SAND WITH SOME STONE.

LAKE BOTTOM MATERIAL ADJACENT TO THE HARBOR SIDE OF THE CRIB IS 6.

CAP.

CONTAIN LARGE VOID SPACES. THERE MAY BE VOIDS UNDERNEATH THE

THE EXISTING CONDITION OF THE STONE WITHIN THE THE CRIBS MAY 5.

CRIB BACKFILL.

GROUT HOLES SHALL BE DRILLED TO PERMIT VOID GROUTING THE STONE 4.

CRUSHED STONE SHALL BE REMOVED AFTER ALL GROUTING IS COMPLETE.

BARRIER USED ALONG SHORE SIDE OF STRUCTURE OTHER THAN ANY 3.

COMPLETION OF THE WORK.

BARRIER NEED NOT BE REMOVED BY THE CONTRACTOR UPON

STONE PLACED ALONG LAKE SIDE OF STRUCTURE FOR THE CONTAINMENT 2.

THE 1880'S - 1890'S. CONCRETE CAPS WERE CONSTRUCTED IN THE 1930'S.

TIMBER CRIB STRUCTURE IS ASSUMED TO HAVE BEEN CONSTRUCTED IN 1.

GENERAL NOTES

EXISTING RELIEF WELL 2'X2'

MOORING POST

EXISTING

CONCRETE CAP BLOCK

CONCRETE FOOT BLOCK

CONCRETE FOOT BLOCK

6"X12" KEY EXISTING 6"x6" WELL

AND 15'-6" LONG

¾" RD. BARS 25'-6"

(DETERIORATED IN SOME AREAS)

PLATE ¾"X2'-6" (EXISTING)

GROUT CONTAINMENT BARRIER

LARGE STONE FILL

RANDOM EXISTING

APPROVED WORK PLAN

BARRIER AS SUBMITTED IN THE

PROVIDE GROUT CONTAINMENT

PLATE ¾"X2'-6" (EXISTING)

3' THICK

PROVIDE RR-4 STONE

TO REMAIN

EXISTING TOE STONE

STRUCTURE

TYPICAL CROSS SECTION OF EXISTING

1/2"=1'-0"SCALE:

0.0 L.W.D.

BOTTOM OF PLATE

GROUT

ROW A

GROUT

ROW B

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T R

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(BASED ON RECORD DRAWINGS FOR REACH C)

TYPICAL BREAKWATER CROSS SECTION APROXMATION

SCALE: 1"=10' 1"=10'

A1

TYPICAL BREAKWATER CROSS SECTION APROXMATION

SCALE: 1"=10'

D1

TYPICAL BREAKWATER CROSS SECTION APROXMATION

SCALE: 1"=10'

G1

K1

D8

TYPICAL BREAKWATER CROSS SECTION APROXMATION

SCALE: 1"=10'

G8

TYPICAL BREAKWATER CROSS SECTION APROXMATION

K8

A15

TYPICAL BREAKWATER CROSS SECTION APROXMATION

SCALE: 1"=10'

D15

TYPICAL BREAKWATER CROSS SECTION APROXMATION

SCALE: 1"=10'

G15

TYPICAL BREAKWATER CROSS SECTION APROXMATION

K15

A8

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C-305

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22+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

24+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

23+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

25+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

26+00

-30 -20 -10 0 10 20 30

580 580

590 590

27+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

28+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

29+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

30+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

31+00

-30 -20 -10 0 10 20 30

570 570

580 580

590 590

41+00

-30 -20 -10 0 10 20 30

0 0

10 10

42+00

-30 -20 -10 0 10 20 30

0 0

10 10

CONDITIONS.

OF CONDITIONS AND MAY NOT DEPICT THE EXACT

CROSS SECTIONS SHOWN ARE TYPICAL APROXIMATIONS1.

GENERAL NOTES

NO DATA COLLECETED AFTER STATION 35 + 16.28

NO DATA COLLECETED AFTER STATION 35 + 16.28

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET REMOVED2

DO NOT DRILL THROUGH TIMBER MEMBERS

DO NOT DRILL THROUGH TIMBER MEMBERS

~24'-0'' - 34'-0''

6'

6' 3'

8'

.5

.5

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W

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IB

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C-501

A D

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B

A D

U D

ROW A

GROUT

ROW B

GROUT

(TYP)

RELIEF WELL

EXISTING

TIMBER STRUCTURE

EXISTING

CONCRETE CAP

SLOPED PORTION OF

FOOT BLOCK

EXISTING

FOOT BLOCK

EXISTING

CAP BLOCK

EXISTING

MOORING POST

EXISTING

(TYP)

GROUT HOLE LOCATION

PROPOSED

HARBOR SIDE

LAKE SIDE

OF CONCRETE CAP

SLOPED PORTION

6 FEET IN DEPTH BUT VARY DUE TO VOIDS. SOME WELLS HAVE ALREADY BEEN BACKFILLED.

BACKFILLING. THE 2'X2' WELLS ARE SPACED APPROXIMATELY 8 FEET APART AND AVERAGE

APPROXIMATE STATIONS 20+16 TO 25+10. SHOULDER RELIEF WELLS DO NOT REQUIRE

11. RELIEF WELLS ON THE CAP TO BE BACKFILLED WITH GROUT ARE LOCATED BETWEEN

10. REFER TO SPECIFICATION SECTION 35 31 25 TIMBER CRIB BREAKWATER REPAIR.

THROUGH IT.

FOOT BLOCKS. THE CONTRACTOR SHALL EITHER LOCATE THIS REINFORCEMENT OR DRILL

REINFORCEMENT GRID OF APPROXIMATELY 1-INCH SQUARE BARS IN BOTH THE CAP AND

9. CONTRACTOR SHALL BE AWARE THAT THERE IS AN EXISTING IRREGULARLY SPACED

SHALL BE REPAIRED BY THE CONTRACTOR.

DAMAGE TO THE EXISTING STRUCTURE RESULTING FROM CONSTRUCTION PROCEDURES

CONTRACTOR SHALL MONITOR THE EXISTING STRUCTURE AND BRACE ACCORDINGLY. ANY

BREAKWATER STRUCTURE FROM DAMAGE DUE TO CONSTRUCTION PROCEDURES.

8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF THE

UNATTENDED.

BE LEFT ON THE BREAKWATER STRUCTURE OR ON ANY CONSTRUCTION VESSEL

7. NO GROUT MATERIALS, FUEL, OR POTENTIAL CONTAMINANTS OF THE LAKE WATER SHALL

AND SUPPLIES.

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF ALL EQUIPMENT

6. CONTRACTOR WILL BE ALLOWED TO MOOR EQUIPMENT AT THE BREAKWATER.

5. GROUT HOLES SHALL BE DRILLED TO PERMIT VOID GROUTING THE STONE CRIB BACKFILL.

4. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION DEBRIS TO ENTER LAKE WATERS.

WATERS, CONTRACTOR SHALL IMMEDIATELY CEASE PUMPING WITHIN THAT HOLE.

PREVENTING GROUT FROM ESCAPING INTO LAKE. IF GROUT IS OBSERVED WITHIN LAKE

3. CONTRACTOR SHALL STRICTLY ADHERE TO SPECIFICATIONS WITH REGARD TO

MAINTAIN ALIGNMENT WITHIN EACH "CELL" IN THE TIMBER STRUCTURE.

2. CONTRACTOR SHALL VERIFY LOCATION OF TIMBER STRUCTURE SO THAT GROUT HOLES

FEET LONG.

1. ONE EXISTING CRIB SECTION OF BREAKWATER (AS SHOWN) IS APPROXIMATELY 24 TO 34

NOTES:

CENTERLINE

RELIEF WELL

EXISTING 2'X2'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

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B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D

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S

/0

/2

PRPOSED GROUT HOLE LOCATIONS

SCALE: NTS

8/10/22, 8:46 AM SAM.gov https://sam.gov/wage-determination/IL20220009/8 1/14

"General Decision Number: IL20220009 08/05/2022

Superseded General Decision Number: IL20210009

State: Illinois

Construction Types: Building, Heavy, Highway and Residential

County: Cook County in Illinois.

BUILDING, RESIDENTIAL, HEAVY, AND HIGHWAY PROJECTS (does not include landscape projects).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $15.00 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 2022. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $11.25 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2022. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts.

Modification Number Publication Date 0 01/07/2022 https://sam.gov/wage-determination/IL20220009/8 2/14

1 01/14/2022 2 02/25/2022 3 06/10/2022 4 06/17/2022 5 06/24/2022 6 07/01/2022 7 07/29/2022 8 08/05/2022

ASBE0017-001 06/01/2021

Rates Fringes

ASBESTOS WORKER/INSULATOR

Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems..........$ 51.80 30.60 Fire Stop Technician.............$ 41.44 27.85

HAZARDOUS MATERIAL HANDLER

includes preparation, wetting, stripping removal scrapping, vacuuming, bagging and disposal of all insulation materials, whether they contain asbestos or not, from mechanical systems..........$ 38.85 27.85

BOIL0001-001 05/01/2021

Rates Fringes

BOILERMAKER......................$ 52.61 33.07

BRIL0021-001 06/01/2016

Rates Fringes

BRICKLAYER.......................$ 44.88 26.62

BRIL0021-004 06/01/2017

Rates Fringes

Marble Mason.....................$ 44.63 26.83

BRIL0021-006 06/01/2017

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 44.38 25.84

TILE FINISHER....................$ 38.56 22.10

TILE SETTER......................$ 45.49 25.72

BRIL0021-009 06/01/2017

Rates Fringes

MARBLE FINISHER..................$ 33.95 26.03

BRIL0021-012 06/01/2017

https://sam.gov/wage-determination/IL20220009/8 3/14

Rates Fringes

Pointer, cleaner and caulker.....$ 45.42 24.06

CARP0555-001 06/01/2022

BUILDING, HEAVY, AND HIGHWAY

Rates Fringes

CARPENTER

Carpenter, Lather, Millwright, Piledriver, and Soft Floor Layer Building...................$ 52.01 37.35 Heavy & Highway............$ 52.01 37.35

CARP0555-002 10/01/2021

RESIDENTIAL CONSTRUCTION

Rates Fringes

CARPENTER........................$ 42.61 33.67

ELEC0009-003 05/29/2022

Rates Fringes

Line Construction Groundman...................$ 45.44 61.70% Lineman and Equipment Operator....................$ 58.25 61.70%

ELEC0134-001 06/06/2022

Rates Fringes

ELECTRICIAN......................$ 52.05 39.12

ELEC0134-003 06/07/2021

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 46.26 28.23

The work shall consist of the installation, operation, inspection, maintenance, repair and service of radio, television, recording, voice sound vision production and reproduction, telephone and telephone interconnect, facsimile, data appatatus, coaxial, fibre optic and wireless equipment, appliances and systems used for the transmission and reception of signals of any nature, business, domestic, commercial, education, entertainment and residential purposes, including but not limited to communication and telephone, electronic and sound equipment, fibre optic and data communication systems, and the performance of any task directly related to such installation or service whether at new or existing sites, such tasks to include the placing of wire and cable and electrical power conduit or other raceway work within the equipment room and pulling wire and/or cable through conduit and the installation of any incidential conduit.

https://sam.gov/wage-determination/IL20220009/8 4/14

ELEV0002-001 01/01/2022

Rates Fringes

ELEVATOR MECHANIC................$ 62.47 36.885+a+b

FOOTNOTES:

a) PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Thanksgiving Day; Day after Thanksgiving Day; Veterans' Day and Christmas Day.

b) Employer contributes 8% of regular hourly rate as vacation pay credit for employee with more than 5 years of service, and 6% for employee with less than 5 years service

* ENGI0150-006 06/01/2022

Building and Residential Construction

Rates Fringes

OPERATOR: Power Equipment

GROUP 1....................$ 55.10 46.00

GROUP 2....................$ 53.80 46.00

GROUP 3....................$ 51.25 46.00

GROUP 4....................$ 49.50 46.00

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Mechanic; Asphalt Plant*; Asphalt Spreader;

Autograde*; Backhoes with Caisson attachment*:Batch Plant*;

Benoto(Requires two Engineers); Boiler and Throttle Valve;

Caisson Rigs*; Central Redi-Mix Plant*; Combination Backhoe Front Endloader Machine; Compressor and Throttle Valve;

Concrete Breaker (Truck Mounted)*; Concrete Conveyor;

Concrete Conveyor, Truck Mounted; Concrete Paver over 27E

cu. ft.*; Concrete Paver 27E cu ft and Under*; Concrete Placer*; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes*; Cranes, Hammerhead*;

Cranes, (GCI and similar type Requires two operators only);

Creter Crane; Crusher, Stone, etc; Derricks; Derricks, Traveling*; Formless Curb and Gutter Machine*; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2 1/4 yd. and over; Hoists, Elevators, Outside Type Rack and pinion and similar Machines; Hoists, One, Two, and Three Drum; Hoists, Two Tugger One Floor;

Hydraulic Backhoes*; Hydraulic Boom Trucks; Hydraulic Vac (and similar equipment);Locomotives; Motor Patrol*; Pile Drivers amd Skid Rig*; Post Hole Digger; Pre- Stress Machine; Pump Cretes Dual Ram(Requiring frequent Lubrication and Water); Pump Cretes; Squeeze Cretes-Screw Type Pumps Gypsum Bulker and Pump; Raised and Blind Hole Drill*; Roto Mill Grinder (36"" and Over)*; Roto Mill Grinder (Less Than 36"")*; Scoops-Tractor Drawn; Slip-Form Paver*; Straddle Buggies; Tournapull; Tractor with Boom, and Side Boom; and Trenching Machines*.

GROUP 2: Bobcat (over 3/4 cu yd); Boilers; Broom, Power Propelled; Bulldozers; Concrete Mixer (Two Bag and over);

Conveyor, Portable; Forklift Trucks; Greaser Engineer;

Highlift Shovels or Front End loaders under 2 1/4 cu yd;

Aotomatic Hoists, Hoists, Inside Elevators; Hoists, Sewer https://sam.gov/wage-determination/IL20220009/8 5/14

Dragging Machine; Hoists, Tugger Single Drum; Laser Screed;

Rock Drill (Self-Propelled); Rock Drill (Truck Mounted)*;

Rollers; Steam Generators; Tractors; Tractor Drawn Vibratory Roller (Receives an additional $.50 per hour);

Winch Trucks with ""A"" Frame.

GROUP 3: Air Compressor-Small 250 and Under (1 to 5 not to exceed a total of 300 ft); Air Compressor-Large over 250;

Combination-Small Equipment Operator; Generator- Small 50 kw and under; Generator-Large over 50 kw; Heaters, Mechanical; Hoists, Inside Elevators (Remodeling or Renovatin work); Hydrualic Power Units (Pile Driving, Extracting, and Drilling); Low Boys; Pumps Over 3"" (1 To 3 not to exceed a total of 300 ft); Pumps, Well Points;

Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches; Bobcat (up to and including 3/4 cu yd)

GROUP 4 - Bobcats and/or other Skid Steer Loaders; Brick Forklifts; Oilers

*-Requires Oiler

* ENGI0150-025 06/01/2022

Heavy and Highway Construction

Rates Fringes

OPERATOR: Power Equipment

GROUP 1.....................$ 53.30 46.00

GROUP 2.....................$ 52.75 46.00

GROUP 3.....................$ 50.70 46.00

GROUP 4.....................$ 49.30 46.00

GROUP 5.....................$ 48.10 46.00

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Plant*; Asphalt Heater and Planer combination; Asphalt Heater Scarfire*, Asphalt Spreader;

Autograder/ GOMACO or similar; ABG Paver*, Backhoes with Caisson attachment*, Ballast Regulator, Belt Loader*;

Caisson Rigs*Car Dumper, Central Redi-Mix Plant*, Combination Backhoe; Front End Loader Machine (1 cu yd or over Backhoe bucket or with attachments); Concrete Breaker (truck mounted); Concrete Conveyor; Concrete Paver over 27E cu ft*; Concrete Placer*; Concrete Tube Float; Cranes, all attachments*; Cranes, Hammerhead, Linden, Peco and machines of a like nature*; Creter Crane; Crusher, stone; All Derricks; Derrick Boats; Derricks, traveling*; Dowell Machine with Air Compressor ($1.00 above Class 1);

Dredges*; Field Mechanic Welder; Formless Curb and Gutter Machine*; Gradall and machines of a like nature*; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver mounted*; Hoists, one, two, and three Drum; Hydraulic Backhoes*; Backhoes with Shear attachments*; Mucking Machine; Pile Drivers and Skid Rig*; Pre-Stress Machine;

Pump Cretes Dual Ram (requires frequent lubrication and water)*; Rock Drill- Crawler or Skid Rig*; Rock Drill truck mounted*; Rock/ Track Tamper; Roto Mill Grinder, (36"" and over)*; Slip-Form Paver*; Soil Test Drill Rig, truck mounted*; Straddle Buggies; Hydraulic Telescoping Form (tunnel); Tractor Drawn Belt Loader*; Tractor Drawn Belt Loader with attached Pusher (two engineers); Tractor with https://sam.gov/wage-determination/IL20220009/8 6/14 boom; Tractaire with attachment; Traffic Barrier Transfer Machine*; Trenching Machine; Truck Mounted Concrete Pump with boom*; Underground Boring and/or Mining Machines 5 ft in diameter and over tunnel, etc.*; Wheel Excavator* & Widener (Apsco); Raised or Blind Hoe Drill, Tunnel & Shaft*

GROUP 2: Batch Plant*; Bituminous Mixer; Boiler and Throttle Valve; Bulldozer; Car Loader Trailing Conveyors;

Combination Backkhoe Front End Loader Machine, (less than 1 cu yd Backhoe Bucket with attachments); Compressor and Throttle Valve; Compressor, common receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine;

Concrete Mixer or Paver 7S series to and including 27 cu ft; Concrete Spreader; Concrete Curing Machine; Burlap Machine; Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or similar type);

Drills (all); Finishing Machine-Concrete; Greaser Engineer;

Highlift Shovels or Front End Loader; Hoist- Sewer Dragging Machine; Hydraulic Boom Trucks, all attachments;

Hydro-Blaster (requires two operators); Laser Screed*;

Locomotives, Dinky; Off-Road Hauling Units (including articulating); Pump Cretes; Squeeze Cretes-Screw Type pumps, Gypsum Bulker and Pump; Roller Asphalt; Rotary Snow Plows; Rototiller, Seaman, self-Propelled; Scoops-Tractor Drawn; Self- propelled Compactor; Spreader-Chip-Stone;

Scraper; Scraper-Prime Mover in Tandem regardless of size (add $1.00 to Group 2 hourly rate for each hour and for each machine attached thereto add $1.00 to Group 2 hourly rate for each hour); Tank Car Heater; Tractors, Push, pulling Sheeps Foot, Disc, or Compactor, etc; Tug Boats

GROUP 3: Boilers; Brooms, all power propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer, two bag and over; Conveyor, Portable; Farm type Tractors used for mowing, seeding, etc; Fireman on Boilers; Forklift Trucks; Grouting Machines; Hoists, Automatic; Hoists, all Elevators; Hoists, Tugger single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-hole Digger; Power Saw, Concrete, Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with A-Frame; Work Boats; Tamper-Form motor driven

GROUP 4: Air compressor - Small 250 and under (1 to 5 not to exceed a total of 300 ft); Air Compressor - Large over 250;

Combination - Small Equipment Operator; Directional Boring Machine; Generators - Small 50 kw and under; Generators - Large , over 50 kw; Heaters, Mechanical; Hydraulic power unit (Pile Driving, Extracting or Drilling); Light Plants (1 to 5); Pumps, over 3"" (1 to 3, not to exceed a total of 300 ft); Pumps, Well Points; Tractaire; Welding Machines (2 through 5); Winches, 4 small electric drill winches;

GROUP 5: Bobcats (All); Brick Forklifts; Oilers; Directional Boring

*Requires Oiler

IRON0001-026 06/01/2021

Rates Fringes

IRONWORKER

Sheeter.....................$ 54.76 41.45 https://sam.gov/wage-determination/IL20220009/8 7/14

Structural and Reinforcing..$ 54.51 41.45

IRON0063-001 06/01/2021

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 52.13 39.47

IRON0063-002 06/01/2020

Rates Fringes

IRONWORKER

Fence Erector...............$ 44.42 29.73

IRON0136-001 07/01/2022

Rates Fringes

IRONWORKER

Machinery Movers; Riggers;

Machinery Erectors..........$ 47.00 40.54 Master Riggers..............$ 49.50 40.54

LABO0002-006 06/01/2018

Rates Fringes

LABORER (BUILDING &

RESIDENTIAL)

GROUP 1....................$ 42.72 28.19

GROUP 2....................$ 42.72 28.19

GROUP 3....................$ 42.80 28.19

GROUP 4....................$ 42.82 28.19

GROUP 5....................$ 42.87 28.19

GROUP 6....................$ 42.92 28.19

GROUP 7....................$ 42.95 28.19

GROUP 8....................$ 43.05 28.19

GROUP 9....................$ 43.07 28.19

GROUP 10....................$ 43.17 28.19

GROUP 11....................$ 43.00 28.19

GROUP 12....................$ 43.72 28.19

LABORER CLASSIFICATIONS

GROUP 1: Building Laborers; Plasterer Tenders; Pumps for Dewatering; and other unclassified laborers.

GROUP 2: Fireproofing and Fire Shop laborers.

GROUP 3: Cement Gun.

GROUP 4: Chimney over 40 ft.; Scaffold Laborers.

GROUP 5: Cement Gun Nozzle Laborers (Gunite); Windlass and capstan person.

GROUP 6: Stone Derrickmen & Handlers.

GROUP 7: Jackhammermen; Power driven concrete saws; and other power tools.

GROUP 8: Firebrick & Boiler Laborers.

GROUP 9: Chimney on fire brick; Caisson diggers; & Well https://sam.gov/wage-determination/IL20220009/8 8/14

Point System men.

GROUP 10: Boiler Setter Plastic Laborers.

GROUP 11: Jackhammermen on fire brick work only.

GROUP 12: Dosimeter use (any device) monitoring nuclear exposure); Asbestos Abatement Laborer; Toxic and Hazardous Waste Removal Laborers.

LABO0002-007 06/01/2018

Rates Fringes

LABORER (HEAVY & HIGHWAY)

GROUP 1.....................$ 42.72 28.19

GROUP 2.....................$ 42.80 28.19

GROUP 3.....................$ 42.87 28.19

GROUP 4.....................$ 43.00 28.19

GROUP 5.....................$ 42.72 28.19

LABORER CLASSIFICATIONS

GROUP 1: Common laborer; Tenders; Material expeditor (asphalt plant); Street paving, Grade separation, sidewalk, curb & gutter, strippers & All laborers not otherwise mentioned

GROUP 2: Asphalt tampers & smoothers; Cement gun laborers

GROUP 3: Cement Gun Nozzle (laborers), Gunite

GROUP 4: Rakers, Lutemen; Machine-Screwmen; Kettlemen;

Mixermen; Drun-men; Jackhammermen (asphalt); Paintmen;

Mitre box spreaders; Laborers on birch, overman and similar spreader equipment; Laborers on APSCO; Laborers on air compressor; Paving Form Setter; Jackhammermen (concrete);

Power drive concrete saws; other power tools.

GROUP 5: Asbestos Abatement Laborers; Toxic and Hazardous Waste Removal Laborers, Dosimeter (any device) monitoring nuclear exposure

LABO0002-008 06/01/2018

Rates Fringes

LABORER (Compressed Air)

0 - 15 POUNDS...............$ 43.72 28.19

16 - 20 POUNDS..............$ 44.22 28.19

21 - 26 POUNDS..............$ 44.72 28.19

27 - 33 POUNDS..............$ 45.72 28.19

34 - AND OVER...............$ 46.72 28.19

LABORER (Tunnel and Sewer)

GROUP 1.....................$ 42.72 28.19

GROUP 2.....................$ 42.85 28.19

GROUP 3.....................$ 42.95 28.19

GROUP 4.....................$ 43.07 28.19

GROUP 5.....................$ 42.72 28.19

LABORER CLASSIFICATIONS (TUNNEL)

GROUP 1: Cage tenders; Dumpmen; Flagmen; Signalmen; Top https://sam.gov/wage-determination/IL20220009/8 9/14 laborers

GROUP 2: Air hoist operator; Key board operator; concrete laborer; Grout; Lock tenders (Free Air Side); Steel setters; Tuggers; Switchmen; Car pusher

GROUP 3: Concrete repairmen; Lock tenders (pressure side);

Mortar men; Muckers; Grout machine operators; Track layers

GROUP 4: Air trac drill operator; Miner; Bricklayer tenders;

Concrete blower operator; Drillers; Dynamiters; Erector operator; Form men; Jackhammermen; Powerpac; Mining machine operators; Mucking machine operator; Laser beam operator;

Liner plate and ring setters; Shield drivers; Power knife operator; Welder- burners; Pipe jacking machine operator;

skinners; Maintenance technician

GROUP 5: Asbestos abatement laborer; Toxic and hazardous waste removal laborer; Dosimeter (any device) monitoring nuclear exposure

LABORER CLASSIFICATIONS (SEWER)

GROUP 1: Signalmen; Top laborers and All other laborers

GROUP 2: Concrete laborers and Steel setters

GROUP 3: Cement carriers; Cement mixers; Concrete repairmen;

Mortar men; Scaffold men; Second Bottom men

GROUP 4: Air trac drill operator; Bottom men;

Bracers-bracing; Bricklayer tenders; Catch basin diggers;

Drainlayers; dynamiters; Form men; Jackhammermen; Powerpac;

Pipelayers; Rodders; Welder-burners; Well point systems men

GROUP 5: Asbestos abatement laborer, Toxic and hazardous waste removal laborer; Dosimeter (any device) monitoring nuclear exposure

LABO0225-001 06/01/2018

Rates Fringes

LABORER (DEMOLITION/WRECKING)

GROUP 1.....................$ 37.52 28.19

GROUP 2.....................$ 42.72 28.19

GROUP 3.....................$ 42.72 28.19

LABORER CLASSIFICATIONS

GROUP 1 - Complete Demolition

GROUP 2 - Interior Wrecking and Strip Out Work

GROUP 3 - Asbestos Work with Complete Demolition/Wrecking or Strip Out Work

PAIN0014-001 06/01/2020

Rates Fringes

PAINTER (including taper)........$ 48.30 28.72 https://sam.gov/wage-determination/IL20220009/8 10/14

* PAIN0027-001 06/01/2022

Rates Fringes

GLAZIER..........................$ 48.75 41.32

PLAS0005-002 07/01/2015

Rates Fringes

PLASTERER........................$ 42.25 26.65

PLAS0502-001 06/01/2018

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 45.25 33.48

PLUM0130-001 06/01/2021

Rates Fringes

PLUMBER..........................$ 52.80 34.67

PLUM0597-002 06/01/2022

Rates Fringes

PIPEFITTER.......................$ 53.00 37.62

ROOF0011-001 06/01/2022

Rates Fringes

ROOFER...........................$ 47.80 27.25

SFIL0281-001 07/01/2022

Rates Fringes

SPRINKLER FITTER.................$ 53.25 33.55

SHEE0073-001 06/01/2021

Rates Fringes

Sheet Metal Worker...............$ 47.50 41.67

SHEE0073-002 06/08/2018

Rates Fringes

Sheet Metal Worker

ALUMINUM GUTTER WORK........$ 31.32 37.02

TEAM0731-001 06/01/2017

COOK COUNTY - HEAVY AND HIGHWAY

Rates Fringes

TRUCK DRIVER

2 or 3 Axles................$ 35.60 22.10 4 Axles.....................$ 35.85 22.10 5 Axles.....................$ 36.05 22.10 https://sam.gov/wage-determination/IL20220009/8 11/14

6 Axles.....................$ 36.25 22.10

FOOTNOTES:

A. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day.

B. 900 straight time hours or more in 1 calendar year for the same employer shall receive 1 week paid vacation; 3 years - 2 weeks paid vacation; 10 years - 3 weeks paid vacation; 20 years - 4 weeks paid vacation.

C. An additional $.20 per axle shall be paid for all vehicles with more than six (6) axles.

TEAM0731-002 04/01/2021

Rates Fringes

Traffic Control Device Monitor

TRAFFIC SAFETY WORKER:

Primary duties include but are not limited to the delivery, maintenance and pick-up of traffic control devices, the set-up and installation of traffic signs, pavement markings, barricades, crash barrels and glare screens, traffic control surveillance, the repair and maintenance trucks, cars, arrow boards, message signs, barricade and sign fabrication equipment.......$ 38.50 18.70

TEAM0786-001 06/01/2017

COOK COUNTY - BUILDING AND RESIDENTIAL

Rates Fringes

TRUCK DRIVER

2 & 3 Axles.................$ 39.942 0.25+a 4 Axles.....................$ 39.75 0.25+a 5 Axles.....................$ 39.967 0.25+a 6 Axles.....................$ 40.184 0.25+a

FOOTNOTES:

a. $719.00 per week.

An additional $.20 per axle shall be paid for all vehicles with more than six (6) axles.

Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day.

900 straight time hours or more in 1 calendar year for the same employer shall receive 1 week paid vacation; 3 years - 2 weeks paid vacation; 10 years - 3 weeks paid vacation; 20 years - 4 weeks paid vacation.

https://sam.gov/wage-determination/IL20220009/8 12/14

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 https://www.dol.gov/agencies/whd/government-contracts.

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.

https://sam.gov/wage-determination/IL20220009/8 13/14

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 National Office because National Office has 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 https://sam.gov/wage-determination/IL20220009/8 14/14

U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

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

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

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

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISIO"