AMENDMENT_NO._0001_W912P619B0021_CHICAGO_LOCK_CHAMBER_WALLS_RESURFACING_W_ATTACHMENTS.pdf

W81G6691705897

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 NUMBERED W912P619B0021, “CHICAGO LOCK CHAMBER WALLS RESURFACING PROJECT," CHICAGO

HARBOR LOCK, CHICAGO, IL

THIS AMENDMENT CONTINUES ON THE FOLLOWING PAGES

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 15-Sep-2019

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 W912P619B0021

X 9B. DATED (SEE ITEM 11)

23-Aug-2019

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

15-Sep-2019

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:

W912P619B0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT PARTICULARS

A. BID OPENING DATE: The BID OPENING DATE AND TIME IS UNCHANGED by this Amendment, therefore, BIDS are due prior to 11:00 AM Central Time on September 24, 2019. –For further details regarding bid submission, please refer to Solicitation Section 00 22 13 - Supplementary Instructions to Bidders.

B. USACE REPONSES TO THE CONTRACTOR’S INQUIRIES: In response to the contractor’s inquiries, the following are provided:

Q = QUESTION

Q1: I am wondering why the solicitation does not include IL18, which covers marine construction on the Great Lakes.

USACE RESPONSE TO Q1: The particular wage determination was inadvertently omitted and is hereby incorporated and enclosed via this Amendment – see General Decision Number: IL20190018, Modification Number 3 dated 04/26/2019 attached hereto.

Q2: Specification section 03 30 53 Section 2.1.3. Concrete Mixture Properties identifies the type of concrete that is to be used. Is this mix to be used for the panel seat shown on plan sheet S-505 in detail B6 and also the new concrete slab shown on S-501? Is there a specific mix proportions required for the non-shrink grout behind the armor plate that is also shown on S-501?

USACE RESPONSE TO Q2: Concrete specification 03 30 53 applies to the concrete panel seat and the horizontal surface concrete. Non Shrink Grout is to be in accordance with specification 05 50 15.

Q3: The only location in all of the plans that references the new armor plate thickness is on Sheet S-502 in detail E1 for the Top Anchor Detail. Here it is referenced that the armor plate is 1¼” thick. Is it safe to assume that this thickness is typical for the entire armor plate in all locations?

USACE RESPONSE TO Q3: The thickness for the armor plate is 1 1/4". Please see detail E1 on S-502 which shows the 1 1/4" armor plate. Also, see B6/S505 showing the 1 1/4" armor plate. Note that the panel depth will be 2 1/2" when you include the 1"x2 1/2" stiffeners as shown on S-502. "

Q4: Specification Section 00 22 13 - Supplementary Instructions to Bidders paragraph 2. Option Provisions states that Priority 1 and 2 items may be exercised within 240 calendar days of NTP and that Options 3, 4 and 5 may be exercised within 450 calendar days of NTP. The schedule to complete the base bid will not extend to 240 calendar days from NTP. This will require the contractor to demobilize and remobilize when the final 5 options are exercised. Where would the authority like the contractors to carry this cost? Can additional bid items to address this cost be added to the contract?

USACE RESPONSE TO Q4: The Option Provisions do not express a performance time of 240 calendar days for the base items neither implied is “the schedule to complete the base bid will not extend to 240 calendar days from NTP [Notice to Proceed].” Per Solicitation Section 00 22 13, the performance time of the contract is “1,080 calendar days.” This is also set forth at Block 11 on Page 1 of the Solicitation document (SF 1442). The performance time is also stated at Solicitation Section 00 70 00, FAR Clause 52.217-7 (OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEMS). The time required to complete the overall contract is 1,080 calendar days following the Contractor’s acknowledgement of the Notice to Proceed, regardless of when an option/option priority item is awarded; in this regard, the government will not extend the performance time

W912P619B0021 beyond the initial contract time of 1,080 calendar days following the Contractor’s acknowledgement of the Notice to Proceed.

Q5: Can the bid date be extended at all?

USACE RESPONSE TO Q5: The Bid Opening date is not being extended. Bids are required prior to 11a.m.

(Central time) on September 24, 2019 and shall be provided in accordance with the submittal instructions provided in the Solicitation document. –For further details regarding bid submission, please refer to Solicitation Section 00 22 13 - Supplementary Instructions to Bidders.

C. REVISED DRAWING SHEETS: The following Drawing Sheets have been revised and shall be replaced with the revised sheets contained herewith this Amendment.

Sheets S-102_AMD0001, S-103_AMD0001, S-104_AMD0001, S-105_AMD0001, and S- 504_AMD0001: the positions (elevations) of all hooks shall be relocated vertically near the curved steel armor of the wall to improve the hook function and provide better service for the traversing boats and barges.

D. WAGE RATES: In addition to the incorporation of the marine wage rates IL18, this Amendment provides the most current wage rates for the non-marine construction activities– SEE General Decision Number: IL20190009 08/30/2019, which is attached hereto.

E. POINT OF CONTACT: The point of contact for this Amendment is Annette Lakes at 312-846-5368.

END OF AMENDMENT

20'-7 3/8 "24'-8 3/8 "24'-8 3/8 "24'-8 3/8 "24'-8 3/16 " 6'-6 3/4 "

(SEE S-504)

NEW HOOK (TYP.)

SAW-CUT

6'-6 3/4 " *

10'-9 3/4 " *

RE-USE CLEATS

REMOVE AND

24'-8 3/16 " 24'-8 3/8 " 24'-8 3/8 "

(NOT IN CONTRACT)

BLOCK BOLLARD

EXISTING GATE

CHAIN LINE

DETACHABLE

EXPANSION JOINT

1" EXISTING MONOLITH

JOINT

EXPANSION

MONOLITH

1" EXISTING

CONTRACT)

IN

SLOT (NOT

STOP LOG

(NOT IN CONTRACT)

GATE BLOCK

EXISTING CONCRETE

24'-8 3/8 " 20'-7 3/8 "

NL1

STEEL SHEET PILE

EXISTING HANDRAIL

REMOVE AND RE-USE

140'-3 1/2 " *

SIGN

SAFETY

CENTERLINE OF LADDER

PRECAST CONCRETE LOCK FLOOR

NOT REMOVE

BOLLARD. DO

RE-USE STEEL

7'-6 3/8 " *6'-9 5/8 " *

NEW CONCRETE SEAT

10'-11"

4'-0"

JOINT

1" GROUTING

1'-0" CONCRETE SEAT

7'-2"±

5'-0" 5'-0"

MATCH EXISTING

MATCH EXISTING

7'-6 3/8 " *6'-9 5/8 " *

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NORTH

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PLATE FABRICATION TO ENSURE ALL ELEVATIONS CAN BE MET.

CONTRACTOR SHALL VERIFY LOCK WALL ELEVATIONS PRIOR TO ARMOR 5.

THE HOOKS IAW THE HOOK DETAILS.

ADJUSTMENTS TO THE TYPICAL ARMOR PLATE DETAILS TO ACCOMMODATE

AT THE ELEVATION SHOWN ON S-504. CONTRACTOR SHALL MAKE

FABRICATION AND LOCATE NEW HOOKS DIRECTLY ABOVE EXISTING HOOKS

CONTRACTOR SHALL LOCATE ALL EXISTING HOOKS PRIOR TO PANEL 4.

BOLLARD AND CLEATS TO ENSURE LOCATIONS ARE MAINTAINED.

CONDUCT AND SUBMIT FOR APPROVAL A PRE AND POST SURVEY OF ALL

CONTRACTOR SHALL REMOVE AND REUSE ALL CLEATS. CONTRACTOR SHALL 3.

ALIGN WITH EXISTING MONOLITH JOINTS.

SURFACES OF THE EXISTING MONOLITH JOINTS TO ENSURE NEW PANELS

SHALL CLEAR THE JOINTS AS NECESSARY TO LOCATE ORIGINAL FORMED

MONOLITH JOINTS FROM THE LOCK CHAMBER SIDE. THE CONTRACTOR

THE CONTRACTOR SHALL LOCATE THE EXISTING CENTERLINE OF THE 2.

TO BEGINNING WORK.

SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR

ERECTION BRACING, RIGGING, AND SHORING. ALL PLANS AND DESIGNS

CONTRACTOR IS RESPONSIBLE FOR DESIGN AND EXECUTION OF ALL 1.

GENERAL NOTES

CAUTION

LOCK AREA

REQUIRED IN

LIFE JACKETS

LOCKAGE

BOAT DURING

ON OR OFF

DO NOT GET

CAUTION

LOCKAGE

BOAT DURING

ON OR OFF

DO NOT GET

CAUTION

DO NOT REMOVE

STEEL BOLLARDS,

RE-USE EXISTING REMOVE AND RE-USE CLEATS

A1 S-509

C EJC EJC EJC EJ

EXISTING MJ'S (TYP.)

MATCH SHAPE OF

MONOLITH JOINTS AND

PROVIDE EJ @

EL. 586

TO REMAIN

EXISTING CONCRETE

CL

A3 S-501

STEEL ARMOR PANEL

EL. 574 SAWCUT

B/GROUT EL. 575

HEIGHT)

PANEL

(NEW

A3 S-501

LLLL

1 1

C MJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

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C MJ

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ISOLATION JOINT

PILE CELL BELOW

EXTENT OF SHEET

CONTRACT)

BLOCK (NOT IN

CONCRETE GATE

EXISTING

(NOT IN CONTRACT)

GATE BLOCK BOLLARD

EXISTING

EXPANSION JOINT

1" EXISTING MONOLITH

JOINT

EXPANSION

MONOLITH

1" EXISTING

JOINT

EXPANSION

STEEL SHEET PILE (TYP)

GRASS OVER FILL WITHIN

EXISTING CONCRETE OR

HANDRAILS

REUSE EXISTING

REMOVE AND

LADDER

STEEL

NEW

C CCJ

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C CCJ

L

C CCJ

L

C CCJ

L

C CCJ

L

C EJ

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128'-9 5/8 " *

7'-2 3/8 " *

10'-5 3/4 " *

128'-9 5/8 " *

7'-2 3/8 " *

10'-5 3/4 " *

3'-9 7/8 " *3'-9 7/8 " * 6'-6 3/4 "

PRIORITY 4OPTION - PRIORITY 2

20'-7 3/8 "20'-7 3/8 "20'-7 3/8 "24'-8 3/8 "24'-8 3/16 " 7'-2 3/8 " *6'-6 3/4 "

6'-6 3/4 "

PRIORITY 4OPTION - PRIORITY 2

20'-7 3/8 "20'-7 3/8 "20'-7 3/8 "24'-8 3/8 "24'-8 3/16 "

1'-0" CONCRETE SEAT

10'-11"

4'-0"

5'-0"

MATCH EXISTING

3'-9 3/4 " *

10'-5 3/4 " *

7'-2"±

20'-7 3/8 "20'-7 3/8 "20'-7 3/8 "24'-8 3/8 "24'-8 3/16 "

1'-0" CONCRETE SEAT

10'-11"

4'-0"

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SCALE: 1/8" = 1' 0 8'4' 16'

NORTH

PLAN

A1

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SCALE: 1/8" = 1'

NORTH

PLAN

0 8'4' 16'

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LOCKAGE

BOAT DURING

ON OR OFF

DO NOT GET

CAUTION

LOCKAGE

BOAT DURING

ON OR OFF

DO NOT GET

CAUTION

LOCKAGE

BOAT DURING

ON OR OFF

DO NOT GET

CAUTION

LOCKAGE

BOAT DURING

ON OR OFF

DO NOT GET

CAUTION

STEEL ARMOR PANEL

CL

CENTERLINE OF LADDERRE-USE CLEATS

REMOVE AND

EL. 586

EL. 574 SAWCUT

B/GROUT EL. 575

SAW-CUT

EXISTING CONCRETE

TO REMAIN

(NEW

PANEL

HEIGHT)

STEEL ARMOR PANEL

CL

CENTERLINE OF LADDERRE-USE CLEATS

REMOVE AND

EL. 586

EL. 574 SAWCUT

B/GROUT EL. 575

SAW-CUT

EXISTING CONCRETE

TO REMAIN

(NEW

PANEL

HEIGHT)

N

EXISTING HANDRAIL

REMOVE AND RE-USE

CHAIN LINE

DETACHABLE

STEEL SHEET PILE

C MJ

L

C EJ

L

C MJ

L

PRECAST CONCRETE LOCK FLOOR

C EJ

L

C EJ

L

C EJ

L

C EJ

L

NOT REMOVE

BOLLARDS. DO

RE-USE STEEL

JOINT

1" GROUTING

NEW CONCRETE SEAT

JOINT

EXPANSION

MONOLITH

1" EXISTING

JOINT

EXPANSION

MONOLITH

1" EXISTING

(SEE S-504)

NEW HOOK (TYP.)

N

A3 S-501

JOINT

ISOLATION

STEEL SHEET PILE (TYP)

EXISTING CONCRETE OR GRASS OVER FILL WITHIN

JOINT

EXPANSION

MONOLITH

1" EXISTING

HANDRAILS

RE-USE EXISTING

REMOVE AND DO NOT REMOVE

STEEL BOLLARDS.

RE-USE EXISTING

CLEATS

RE-USE

AND

REMOVE

LADDER

STEEL

NEW

JOINT

EXPANSION

MONOLITH

1" EXISTING

CL

C MJ

L

C EJ

L

C EJ

L

C EJ

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LLC EJ LC EJ

LC CCJLC CCJ LC CCJ LC CCJ LC CCJ

EXISTING MJ'S (TYP.)

MATCH SHAPE OF

MONOLITH JOINTS AND

PROVIDE EJ @

BOLLARD WITHIN NEW SLAB

REMOVE ABANDONED

N

EXISTING HANDRAIL

REMOVE AND RE-USE

CHAIN LINE

DETACHABLE

STEEL SHEET PILE

C MJ

L

C EJ

L

C MJ

L

PRECAST CONCRETE LOCK FLOOR

C EJ

L

C EJ

L

C EJ

L

C EJ

L

NOT REMOVE

BOLLARDS. DO

RE-USE STEEL

JOINT

1" GROUTING

NEW CONCRETE SEAT

JOINT

EXPANSION

MONOLITH

1" EXISTING

JOINT

EXPANSION

MONOLITH

1" EXISTING

(SEE S-504)

NEW HOOK (TYP.)

6'-6 3/4 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/16 "

139'-8 1/2 " *

OPTION - PRIORITY 1

20'-7 3/8 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/16 "7'-8 5/8 " *

11'-0" *

24'-8 3/8 "7'-8 5/8 " * 20'-7 3/8 "

11'-0" *

6'-0 1/2 " *

10'-11"

4'-0"

1'-0" CONCRETE SEAT

7'-2"±

5'-0"5'-0"

MATCH EXISTING

6'-0 1/2 " *6'-6 3/4 "

50100150

CAUTION

ZONE

NO WADE

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SCALE: 1/8" = 1'

NORTH

PLAN

0 8'4' 16'

T R

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BOLLARD AND CLEATS TO ENSURE LOCATIONS ARE MAINTAINED.

CONDUCT AND SUBMIT FOR APPROVAL A PRE AND POST SURVEY OF ALL

CONTRACTOR SHALL REMOVE AND REUSE ALL CLEATS. CONTRACTOR SHALL 4.

* IS DIMENSIONS TO VERIFY.3.

ADJACENT TO THE BOTH SIDES OF THE LADDERS AS NECESSARY.

CONTRACTOR SHALL ADJUST THE PANELS S6 (TYPE B) AND S7 (TYPE C) THAT 2.

THE PANELS AND LADDERS.

JOINTS AND LADDERS PRIOR TO STARTING THE FABRICATIOON PROCESS OF

CONTRTACTOR SHALL VERIFY ALL THE LOCATIONS OF THE MONOLITH 1.

GENERAL NOTES

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(NEW

PANEL

HEIGHT)

SAW-CUT

CENTERLINE OF LADDER

STEEL ARMOR PANEL

CLEATS

EXISTING

RE-USE

REMOVE AND

CL

EL. 574 SAWCUT

B/GROUT EL. 575

EL. 586

EXISTING CONCRETE

TO REMAIN

EXISTING GATE CONTROLS

CENTERLINE OF LADDER

EXISTING CONCRETE GATE BLOCK

EXPANSION JOINT

MONOLITH

1" EXISTING

(NOT IN CONTACT)

BLOCK BOLLARD

EXISTING GATE

CHAIN LINE

DETACHABLE

STEEL SHEET PILE

SLOT

LOG

STOP

SL1

JOINT

EXPANSION

MONOLITH

1" EXISTING

EXISTING HANDRAIL

REMOVE AND RE-USE

C MJ

L

C MJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

PRECAST CONCRETE LOCK FLOOR

NOT REMOVE

BOLLARDS. DO

RE-USE STEEL

JOINT

1" GROUTING

NEW CONCRETE SEAT

( SEE S-504)

NEW HOOK (TYP.)

EXISTING

CONCRETE GATE

BLOCK

N

WAVE CREST WALL

EXPANSION JOINT

PILE CELL BELOW

EXTENT OF SHEET

ISOLATION JOINT

(NOT IN CONTACT)

BLOCK BOLLARD

EXISTING GATE

EXISTING

CONCRETE GATE

BLOCK

EXPANSION JOINT

MONOLITH

1" EXISTING

A3 S-501

LADDER

NEW STEEL

STEEL SHEET PILE (TYP)

EXISTING GRASS OR CONCRETE OVER FILL WITHIN

EXISTING HANDRAIL

REMOVE AND REUSE

EXPANSION JOINT

MONOLITH

1" EXISTING

DO NOT REMOVE

STEEL BOLLARDS.

REUSE EXISTING

C L

C MJ

L

C MJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

L

C CCJ

L

C CCJ

L

C CCJ

L

C CCJ

L

C CCJ

EXISTING MJ'S (TYP.)

MATCH SHAPE OF

MONOLITH JOINTS AND

PROVIDE EJ @

4'-11 1/8 " *

6'-6 3/4 " 20'-7 3/8 "

131'-3 5/8 " *

24'-8 3/8 " 24'-8 3/16 "4'-11 1/8 " *

( SEE S-504)

NEW HOOK (TYP.)

OPTION - PRIORITY 5OPTION - PRIORITY 3

20'-7 3/8 " 20'-7 3/8 " 20'-7 3/8 " 24'-8 3/8 " 24'-8 3/16 "8'-7 1/8 " * 6'-6 3/4 "

11'-10 1/2 " *

20'-7 3/8 "8'-7 1/8 " * 20'-7 3/8 "

11'-10 1/2 " *

CLEATS

EXISTING

RE-USE

REMOVE AND

SAW-CUT

5'-0"

MATCH EXISTING

7'-2"±

STEEL SHEET PILE

SL1

JOINT

EXPANSION

MONOLITH

1" EXISTING

CENTERLINE OF LADDER

CHAIN LINE

DETACHABLE

EXISTING HANDRAIL

REMOVE AND RE-USE

JOINT

EXPANSION

MONOLITH

1" EXISTING

NOT REMOVE

BOLLARDS. DO

RE-USE STEEL

PRECAST CONCRETE LOCK FLOOR

10'-11"

1'-0" CONCRETE SEAT

4'-0"

JOINT

1" GROUTING

NEW CONCRETE SEAT

200250300

CAUTION

LOCK AREA

REQUIRED IN

LIFE JACKETS

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SCALE: 1/8" = 1' 0 8'4' 16'

T R

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NORTH

PLAN

NORTH

PLAN

0 8'4' 16'A1

SOUTH WALL ELEVATION VIEW

SCALE: 1/8" = 1'

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A3 S-501

C L

CL

STEEL ARMOR PANEL

HEIGHT)

PANEL

(NEW

EL. 574 SAWCUT

B/GROUT EL. 575

EL. 586

TO REMAIN

EXISTING CONCRETE

N

EXISTING HANDRAIL

REMOVE AND REUSE

EXPANSION JOINT

ISOLATION JOINT

PILE CELL BELOW

EXTENT OF SHEET

STEEL SHEET PILE (TYP)

EXISTING GRASS OR CONCRETE OVER FILL WITHIN

LADDER

NEW STEEL

EXPANSION JOINT

MONOLITH

1" EXISTING

EXPANSION JOINT

MONOLITH

1" EXISTING

BOLLARDS. DO NOT REMOVE

RE-USE EXISTING STEEL

C EJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

L

C CCJ

L

C CCJ

L

C CCJ

L

C CCJ

L

C CCJ

EXISTING MJ'S (TYP.)

MATCH SHAPE OF

MONOLITH JOINTS AND

PROVIDE EJ @

LC MJLC MJ

N

C MJ

L

C EJ

L

C EJ

L

C EJ

L

C EJ

L

C MJ

L

C EJ

L

9 1/2 " 14 1/2 "

54"

24'-7" (TYPICAL PANEL)

24'-8 3/8 " @ 32° F (TYPICAL ARMOR PLATE)

4'-1" (TYP.)

STUD ANCHORS 1/2"X5"X5/16"

4 ANCHORS - 1 1/2"X16"

SECTION

SIDE OF OPENING, SEE

ADDITIONAL #6 BARS EACH

STEEL HOOK OPENING

SIDE OF OPENING

#6 BARS AT EACH

PL 14 - 1/2"X14 1/2"X 2-1/2"

NON SHRINK GROUTING

OPENING

HOOK

STEEL

CONCRETE SAFETY YELLOW

GROUTING PLACEMENT. PAINT

FORM OPENING DURING

STIFFENERS

TO CLEAR

PLATE LOCATIONS ±4"

FABRICATION. ADJUST

PRIOR TO PANEL

LOCATE HOOKS

THICKNESS

PIPE SIZE AND WALL

PIPE CAP TO MATCH

I.D. 3.15", T 0.674")

PIPE 4XXS (O.D. 4 1/2",

12"

REINFORCEMENT

AND SHRINKAGE

#4 TEMPERATURE

HOLE

ANCHOR

3"Ø

12" SPLICES

1-1/4"X5" PLATE

1-1/4"X5" PLATE

1-1/4" STEEL PANEL

2 1/4 "

PL 14-1/2"X14 1/2"X 2-1/2"

52 1/4 "

OPENING

CONCRETE FOR THE HOOK

REQUIRED TO REMOVE THE

REINFORCEMENT ONLY AS

CUT INTO EXISTING

12"12"

8 3/4 "

5"

5"

6"

6"

6"

9"

1 1/4 "

9 1/4 "

2"

6"

6"

1" 3" 17" 3" 1"

11"11"

1 1/2 " 1 1/2 "

1"

5"

26"

3"

1"

1 1/2 "

16 1/2 "

16 1/2 "

1 1/2 "

8 1/4 "

5"

16 1/2 "

2 1/4 "

7 1/4 "

DETAIL S-502

HOOK, SEE ANCHOR

SIX ANCHORS PER

(TYP.)

1-1/4"X5" PLATES

STIFFENERS AT THE

DISCONTINUE

1" NON-SHRINK GROUT

12"

12" REINFORCEMENT SPLICES

1 3/4 " 1 3/4 "

8 1/4 "

4"

8"

38"

24"

24"

REINFORCEMENT

#4 TEMPERATURE AND SHRINKAGE

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S-504

K P

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C1

SCALE: 1 1/2" = 1' 1' 2'0 6" C6

SCALE: 1 1/2" = 1'

SECTION

1' 2'0 6"

S T

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NON-SHRINK GROUT

AT CONCRETE REMOVAL LINE OVER 1" MAXIMUM

NOTE: CONTRACTOR SHALL INSTALL 2-1/2" PLATE

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D A

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EXISTING CONCRETE

PEN

FULL

C6 S-510

C1 S-510

FULL PEN

EL. 586 (EL. +7 CCD)

EL. 581 (EL. +2 CCD)

EL. 582.83 (EL. +3.83 CCD)

"General Decision Number: IL20190009 08/30/2019

Superseded General Decision Number: IL20180009

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: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year

2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act

Page 1 of 24beta.SAM.gov

9/15/2019https://beta.sam.gov/wage-determination/IL20190009/8/document

NON MARINE CONSTRUCTION WAGE RATES FOLLOW -

itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/04/2019

1 01/11/2019

2 04/19/2019

3 06/07/2019

4 06/14/2019

5 06/21/2019

6 07/19/2019

7 07/26/2019

8 08/30/2019

ASBE0017-001 06/01/2019

Rates Fringes

ASBESTOS WORKER/INSULATOR

Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems..........$ 50.50 27.80

Fire Stop Technician.............$ 40.40 24.54

HAZARDOUS MATERIAL HANDLER

includes preparation, wetting, stripping removal scrapping, vacuuming, bagging and disposal of all insulation materials, whether they contain

Page 2 of 24beta.SAM.gov asbestos or not, from mechanical systems..........$ 37.80 24.54

BOIL0001-001 05/01/2017

Rates Fringes

BOILERMAKER......................$ 46.18 29.58

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

Page 3 of 24beta.SAM.gov

Rates Fringes

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

CARP0555-001 06/01/2018

BUILDING, HEAVY, AND HIGHWAY

Rates Fringes

CARPENTER

Carpenter, Lather, Millwright, Piledriver, and Soft Floor Layer

Building...................$ 47.35 32.83

Heavy & Highway............$ 47.35 32.83

CARP0555-002 10/01/2018

RESIDENTIAL CONSTRUCTION

Rates Fringes

CARPENTER........................$ 38.11 32.83

ELEC0009-003 06/03/2018

Rates Fringes

Line Construction

Groundman...................$ 40.48 61.52%

Lineman and Equipment

Operator....................$ 51.90 61.52%

ELEC0134-001 06/03/2019

Rates Fringes

Page 4 of 24beta.SAM.gov

ELECTRICIAN......................$ 49.35 3%+34.32

ELEC0134-003 06/03/2019

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 44.86 3%+24.72

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.

ELEV0002-001 01/01/2019

Rates Fringes

ELEVATOR MECHANIC................$ 56.61 33.705+a+b

FOOTNOTES:

Page 5 of 24beta.SAM.gov

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 06/01/2019

Building and Residential Construction

Rates Fringes

OPERATOR: Power Equipment

GROUP 1....................$ 51.10 41.00

GROUP 2....................$ 49.80 41.00

GROUP 3....................$ 47.25 41.00

GROUP 4....................$ 45.50 41.00

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

Page 6 of 24beta.SAM.gov

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

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

Page 7 of 24beta.SAM.gov

Forklifts; Oilers

*-Requires Oiler

* ENGI0150-025 06/01/2019

Heavy and Highway Construction

Rates Fringes

OPERATOR: Power Equipment

GROUP 1.....................$ 49.30 41.00

GROUP 2.....................$ 48.75 41.00

GROUP 3.....................$ 46.70 41.00

GROUP 4.....................$ 45.30 41.00

GROUP 5.....................$ 44.10 41.00

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

Page 8 of 24beta.SAM.gov 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 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

Page 9 of 24beta.SAM.gov 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 06/01/2019

Rates Fringes

IRONWORKER

Page 10 of 24beta.SAM.gov

Sheeter.....................$ 50.88 39.37

Structural and Reinforcing..$ 50.63 39.37

IRON0063-001 06/01/2018

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 48.05 35.93

IRON0063-002 06/01/2018

Rates Fringes

IRONWORKER

Fence Erector...............$ 40.88 28.74

IRON0136-001 07/01/2018

Rates Fringes

IRONWORKER

Machinery Movers; Riggers;

Macinery Erectors...........$ 41.00 33.96

Master Riggers..............$ 43.50 33.96

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

Page 11 of 24beta.SAM.gov

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

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

Page 12 of 24beta.SAM.gov

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

Page 13 of 24beta.SAM.gov

LABO0002-008 06/01/2018

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 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

Page 14 of 24beta.SAM.gov

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

Page 15 of 24beta.SAM.gov

GROUP 3 - Asbestos Work with Complete Demolition/Wrecking or

Strip Out Work

PAIN0014-001 06/01/2018

Rates Fringes

PAINTER (including taper)........$ 46.55 27.24

PAIN0027-001 06/01/2019

Rates Fringes

GLAZIER..........................$ 44.85 37.72

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 06/01/2019

Rates Fringes

PLUMBER..........................$ 51.00 31.47

PLUM0597-002 06/01/2018

Page 16 of 24beta.SAM.gov

PIPEFITTER.......................$ 48.50 31.44

ROOF0011-001 12/01/2018

Rates Fringes

ROOFER...........................$ 43.65 23.45

SFIL0281-001 01/01/2018

Rates Fringes

SPRINKLER FITTER.................$ 48.10 27.05

SHEE0073-001 06/08/2018

Rates Fringes

Sheet Metal Worker...............$ 44.25 37.02

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

Page 17 of 24beta.SAM.gov

4 Axles.....................$ 35.85 22.10

5 Axles.....................$ 36.05 22.10

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 03/01/2012

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

Page 18 of 24beta.SAM.gov boards, message signs, barricade and sign fabrication equipment.......$ 28.25 9.08

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.

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

Page 19 of 24beta.SAM.gov

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).

Page 20 of 24beta.SAM.gov

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.

Page 21 of 24beta.SAM.gov

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

Page 22 of 24beta.SAM.gov

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 directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

Page 23 of 24beta.SAM.gov

200 Constitution Avenue, N.W.

Washington, DC 20210

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

END OF GENERAL DECISION"

Page 24 of 24beta.SAM.gov

"General Decision Number: IL20190018 04/26/2019

Superseded General Decision Number: IL20180018

State: Illinois

Construction Types: Heavy (Dredging and Marine)

Counties: Illinois Statewide.

MECHANICAL DREDGING (CLAMSHELL, DRAGLINE, AND BACKHOE) AND

MARINE CONSTRUCTION):

ILLINOIS, INDIANA, MICHIGAN, MINNESOTA, NEW YORK, OHIO,

PENNSYLVANIA AND WISCONSIN DREDGING AND MARINE CONSTRUCTION

Dredging and Marine Construction Projects: floating/land equipment engaged in clamshell, backhoe and dragline dredging, marine construction, bridges,salvage operations and cranes, loaders, dozers, or other equipment used for disposal of dredge spoils or marine construction materials on land at the slip or dock, at the project site, where the above material/spoils is…