W912P622B0010-0006 Schiller Park Stormwater Improvements.pdf

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

This amendment replaces the previously provided Bid Schedule. This amendment also furnishes a copy of questions concerning this solicitation that w as received and answ ers provided.

A copy of the recently updated Wage Determination is also attached.

The response date and time for this solicitation is NOT extended and currently remains January 20, 2023 2:00PM Central time.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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 W912P622B0010

X 9B. DATED (SEE ITEM 11)

02-Dec-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 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

18-Jan-2023

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:

W912P622B0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

Title: Bid Schedule

Project Name: Schiller Park Detention Pond Solicitation #: W912P622B0010 Amendment 0006 Date: 1/19/2023

Description Quantity U/M

BASE Work 00 01 A A 6" Storm Sewers, PVC, SDR 26, ASTM 2241 45 Foot 00 01 A B 15" Storm Sewers, DIP 25 Foot 00 01 A C 24" Storm Sewers, DIP 40 Foot 00 01 A D 18" Storm Sewers, RCP, CL IV, ASTM C76 630 Foot 00 01 A E 24" Storm Sewers, RCP, CL IV, ASTM C76 325 Foot 00 01 A F 30" Storm Sewers, RCP, CL IV, ASTM C76 275 Foot 00 01 A G Restricted Depth Catch Basin, 4' Diameter, Type 11 Frame, Open Lid 4 Each 00 01 A H Restricted Depth Manhole, 5' Diameter, TYPE 1 Frame and , Close lid 6 Each 00 01 A I Restricted Depth Manhole, 6' Diameter, TYPE 1 Frame and , Close lid 1 Each 00 01 A J Restricted Depth Manhole, 7' Diameter, TYPE 1 Frame and , Close lid 1 Each 00 01 A K Frame and Lids to be Adjusted 1 Each 00 01 A L Trench Backfill 200 CuYd 00 01 A M Earth Excavation 11,000 CuYd 00 01 A N 10" Water Main Adjustment 1 Each 00 01 A O Erosion Control Barrier Wall 1,040 Foot 00 01 A P 18" Flared End Section 1 Each 00 01 A Q 24" Diameter Flap Gate 2 Each 00 01 A R 6" Water Main Adjustment 1 Each 00 01 A S Exploratory Excavation 20 Hour 00 01 A T Curb and Gutter Removal 150 Foot 00 01 A U Sidewalk Removal 250 SqFt 00 01 A V Combination Concrete Curb and Gutter, Type B-6.12 150 Foot 00 01 A W Portland Cement Concrete Sidewalk, 5" 250 SqFt 00 01 A X Class D Patches, 8" 45 SqYd 00 01 A Y Detectable Warnings 30 SqFt 00 01 A Z Dowel Bars, 1 1/2" 70 Each 00 01 B A Class D Patches, Type I-IV, 6" 25 SqYd 00 01 B B Hot-Mix Asphalt Removal 275 SqYd 00 01 B C Bituminous Materials (Prime Coat) 27.5 Gal 00 01 B D Incidental Hot-Mix Asphalt Surfacing 310 SqYd 00 01 B E Top Soil and Seeding 2.5 Ac 00 01 B F Tree Removals (15" and Over) 80 Unit 00 01 B G Inlet Filter 12 Each 00 01 B H Fence Removal 1,340 Foot 00 01 B I Low Height Stone Retaining Wall Removal and Reset 90 Foot 01 02 B J Traffic Control and Protection 1 LS 00 01 B K 30" Flared End Section 1 Each

Subtotal Base Bid: _________________________________

Description Quantity U/M

OPTION #1

00 02 A A Curb and Gutter Removal 900 Foot 00 02 A B Combination Concrete Curb and Gutter, Type B-6.12 900 Foot 00 02 A C Hot-Mix Asphalt Removal 300 SqYd 00 02 A D Bituminous Materials (Prime Coat) 30 Gal 00 02 A E Incidental Hot-Mix Asphalt Surfacing 300 SqYd 00 02 A F Decorative Fence 740 Foot

Subtotal, Option 1: _________________________________

Base Bid: _________________________________

Base Bid + All Options: _________________________________

Bid Item #

Bid Item #

Controlled Unclassified Information (CUI) Only

Bid Inquiry Contracting Officers Report Closed Inquiries

Project: Schiller Park Stormwater Improvements Review: Schiller Park Stormwater Improvements (00001) (sorted by CommentID ) Displaying 7 inquiries.

Id Discipline Sheet Detail Spec 10027202 Civil N/A N/A N/A Comment Classification: Controlled Unclassified Information (CUI)

We would like to request a bid extension in order to secure competitive pricing due to the holidays and subcontractor availability.

Please advise.

By: Lev Ladzyga; Foundation Mechanics; (847-331-0126). On: Dec 13 2022. Forward request by email.

1-0 Evaluation Concurred. See AMENDMENT posted on SAM.gov. By: Casey Brzozowiec; Contracting Office; (312-

353-6400) On: Dec 15 2022 1-1 Government Response. See AMENDMENT posted on SAM.gov. By: Casey Brzozowiec; Contracting Office; (312-

353-6400) On: Dec 15 2022 Current Request Status: Request Closed

Information for this report is procurement sensitive.

10046916 Civil 5 01 220 00 Comment Classification: Public (Public)

QUESTIONS

1. CAN YOU PROVIDE A DETAIL AND SPECIFICATION FOR THE 24" FLAP GATE?

2. THERE'S NO PAY ITEM FOR A 30" FLARED END SECTION TO OUTLET INTO THE POND. IS THIS CONSIDERED INCIDENTAL OR CAN A PAY ITEM BE PROVIDED? 18" FLARED END SECTION HAS A QUANTITY OF 2 SHOWING.

3. CAN YOU PROVIDE A DETAIL AND SPECIFICATION FOR THE DECORATIVE FENCE IN OPTION #1?

4. THERE'S A 6" EXISTING STORM SEWER THAT IS SHOWN TO BE REMOVED ON SHEET 6 OF 17. CAN YOU PROVIDE A PAY ITEM FOR THIS AND IS RESTORATION OF THE EXISTING BASEBALL FIELD INCIDENTAL TO THIS PAY ITEM? WHAT

IS THE LIMIT OF IT'S REMOVAL?

By: Jeff Young; Terry Plumbing Co; (779-435-0355). On: Dec 29 2022. Forward request by email.

1-0 Evaluation Concurred. 1. A detail has been provided in the revised plans.

2. A pay item for 30" Flared End Section has been added and the quantity for 18" Flared End Section has been reduced from 2 to 1.

3. A detail has been provided on the revised plans. Specifications for the work are included in Section 01 220 00 Part 1.3.36.

4. The sewer is to be removed within the limits of the trench and the pipe is to be cut and capped on each side of the trench. The revised plans show this work. The cost of this work is to be included in the pipe item. Restoration of the baseball field will be paid for under the topsoil and seeding pay items. The limits are only what is disturbed as part of the project. By: James Goumas; Edwin Hancock Engineering Co. - Westchester, IL; ((708) 865-0300) On:

Jan 11 2023

2-0 Evaluation Concurred. Amendment to solicitation is forthcoming. By: Casey Brzozowiec; Contracting Office;

(312-353-6400) On: Jan 13 2023

2-1 Government Response. Amendment to solicitation is forthcoming. By: Casey Brzozowiec; Contracting Office; (312- 353-6400) On: Jan 13 2023

Current Request Status: Request Closed Information for this report is procurement sensitive.

10047249 Civil 1442-101 Comment Classification: Public (Public)

QUESTION

1. BLOCK 11 ON THE FRONT OFFER PAGE STATES THAT WORK IS TO COMMENCE WITHIN 10 CALENDAR DAYS AFTER

RECEIVING NOTICE TO PROCEED. THIS DOESN'T ALLOW ANY TIME TO PROCURE MATERIALS.

AS LONG AS WE COMPLETE THE PROJECT WITHIN THE 365 DAY REQUIREMENT, CAN ALL WORK ON THIS CONTRACT

BEGIN IN THE SPRING OF 2023 DUE CURRENT MATERIAL LEAD TIMES?

By: Jeff Young; Terry Plumbing Co; (779-435-0355). On: Dec 30 2022. Forward request by email.

https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminClosedReport&strReportType=AllCOR&RequestTimeout=1000&pagStrRowSort=CommentID https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminClosedReport&strReportType=AllCOR&RequestTimeout=1000&pagStrRowSort=Discipline https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminClosedReport&strReportType=AllCOR&RequestTimeout=1000&pagStrRowSort=Sheet https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminClosedReport&strReportType=AllCOR&RequestTimeout=1000&pagStrRowSort=Detail https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminClosedReport&strReportType=AllCOR&RequestTimeout=1000&pagStrRowSort=SpecText mailto:levl@foundationmech.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10027202 mailto:Casimir.Brzozowiec@usace.army.mil mailto:Casimir.Brzozowiec@usace.army.mil mailto:jyoung@terryplumbingco.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10046916 mailto:jggoumas@ehancock.com mailto:Casimir.Brzozowiec@usace.army.mil mailto:Casimir.Brzozowiec@usace.army.mil mailto:jyoung@terryplumbingco.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10047249

1-0 Evaluation Concurred. The answer to that question lies in the contractor's interpretation of what constitutes commencement of work. I think the contractor interprets this to mean field activities involving actual construction. In actuality commencement of work entails any activity related to the contractor's involvement including procuring materials. By: David Kiel; Hydraulic Engineering Team; (312-846-5515) On: Jan 03 2023

2-0 Evaluation Concurred. See:

Standard Form 1442 Block 11 Standard Form 1442 Blocks 12A sand 12B FAR Clause 52.211-10 Commencement, Prosecution, and Completion of Work FAR Clause 52.228-5 Insurance FAR Clause 52.228-15 Performance and Payment Bonds Section 01 10 00 General Provisions By: Casey Brzozowiec; Contracting Office; (312-353-6400) On: Jan 05 2023

2-1 Government Response. The answer to that question lies in the contractor's interpretation of what constitutes commencement of work. I think the contractor interprets this to mean field activities involving actual construction. In actuality commencement of work entails any activity related to the contractor's involvement including procuring materials.

Also See:

Standard Form 1442 Block 11 Standard Form 1442 Blocks 12A sand 12B FAR Clause 52.211-10 Commencement, Prosecution, and Completion of Work FAR Clause 52.228-5 Insurance FAR Clause 52.228-15 Performance and Payment Bonds Section 01 10 00 General Provisions By: Casey Brzozowiec; Contracting Office; (312-353-6400) On: Jan 09 2023

Current Request Status: Request Closed Information for this report is procurement sensitive.

10048712 Civil 8 of 17 N/A N/A Comment Classification: Controlled Unclassified Information (CUI)

The centerline of the 30" and 18" RCP are located 2.5' from back of curb. Installation of the RCPs will impact the existing curb and gutter due to the excavations and how the equipment can access the line of lay. Can the 900 FT of Curb and Gutter Removal and Combination Concrete Curb and Gutter quantities in Option 1 be added to the same items' quantities in the Base Bid.

By: Lev Ladzyga; Foundation Mechanics; (847-331-0126). On: Jan 03 2023. Forward request by email.

1-0 Evaluation Concurred. We have revised the location of the proposed storm sewer to be 5' from the back of curb.

The Contractor is to take care to protect the existing curb and gutter. By: James Goumas; Edwin Hancock Engineering Co. - Westchester, IL; ((708) 865-0300) On: Jan 11 2023

1-1 Government Response. Amendment to solicitation is forthcoming. By: Casey Brzozowiec; Contracting Office; (312- 353-6400) On: Jan 13 2023

Current Request Status: Request Closed Information for this report is procurement sensitive.

10051998 Civil N/A N/A N/A Comment Classification: Public (Public)

1. THE SOIL BORINGS PROVIDED IN THE SPECIFICATIONS ARE FROM A PARCEL AT THE SEC OF IRVING PARK ROAD

AND SCOTT ST, FROM 2003, APPROX 1700 LF FROM THE PROJECT AREA.

CAN YOU PLEASE PROVIDE SOIL BORINGS FROM THE PROPOSED DETENTION POND AREA AND OF THE PROPOSED

STORM SEWER OF A MINIMUM 10' DEPTH?

2. IF SOIL BORINGS AREN'T AVAILABLE FOR THE PROPOSED POND AND STORM SEWER ARE WE TO ASSUME NORMAL

DEWATERING WITH MINIMUM OF 2" PUMPS

OR IS MAJOR DEWATERING ANTICIPATED? THE BORINGS PROVIDED SHOW THAT A WATER TABLE EXISTS BETWEEN 6'

TO 8' WHICH ARE THE DEPTHS OF THE

PROPOSED POND AND STORM SEWER.

3. IS THERE ANY ROCK EXCAVATION ANTICIPATED FOR THE POND EXCAVATION OR STORM SEWER EXCAVATION?

HOW WILL ROCK EXCAVATION BE PAID FOR IF ROCK IS ENCOUNTERED?

4. THE EARTHWORK SPECIFICATION INDICATES THAT 95% COMPACTION SHALL BE ACHIEVED AT THE BOTTOM OF

THE POND.

HOW ARE WE SUPPOSED TO ACCOUNT FOR UNSUITABLE REMOVAL AND REPLACEMENT IF THE 95% COMPACTION REQUIREMENT CAN'T BE ACHIEVED WITH NATIVE SOIL AND WATER CONDITIONS? CAN A PAY ITEM ALLOWANCE BE

PROVIDED FOR UNSUITABLE MATERIAL REMOVAL AND

REPLACEMENT OR IS THIS WORK INCIDENTAL TO THE CONTRACT? HOW MANY YARDS OF UNSUITABLE MATERIAL

REMOVAL AND

mailto:David.L.Kiel@usace.army.mil mailto:Casimir.Brzozowiec@usace.army.mil mailto:Casimir.Brzozowiec@usace.army.mil mailto:levl@foundationmech.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10048712 mailto:jggoumas@ehancock.com mailto:Casimir.Brzozowiec@usace.army.mil

REPLACEMENT ARE WE TO ASSUME AS INCIDENTAL IF THIS IS THE CASE?

5. THERE ARE WEIGHT LIMIT SIGNS FOR SORENG AVE AND FOR THE PARKING STALLS NEXT TO PROPOSED POND

AND STORM SEWER AS WELL AS MULTIPLE RESIDENTS PARKING THEIR CARS.

CAN YOU PROVIDE DETAILS FOR ALTERNATE HAUL ROADS AND ROUTES IN AND OUT OF PROJECT?

6. CAN THE EXISTING CEMETERY ROADS AND ENTRANCE BE USED FOR ACCESS INTO AND OUT OF THE SITE? IF

YES, WHAT ARE THE TIME RESTRICTIONS FOR HAULING IN AND OUT

OF EXISTING CEMETERY USING THEIR ROADS AND HOW MUCH DAILY DOWNTIME SHOULD WE FIGURE FOR BURIALS

AND CEREMONIES?

7. THE DOCUMENTS DON'T ACCOUNT FOR ANY STABILIZED CONSTRUCTION ENTRANCES INTO AND OUT OF THE

PROPOSED DETENTION BASIN AREA. ARE THE STABILIZED CONSTRUCTION

ENTRANCES INCIDENTAL TO THE EARTHWORK PAY ITEM? IF SO, PLEASE PROVIDE DETAIL FOR ALL STABILIZED

CONSTRUCTION ENTRANCES.

8. WILL THE USACE BE HANDLING ALL SWPP MONITORING FOR THE PROJECT AND THE CONTRACTOR RESPONSIBLE

FOR SWPP MAINTENANCE?

9. IS STREET SWEEPING AND DUST CONTROL INCIDENTAL TO THE EARTHWORK PAY ITEM?

By: Jeff Young; Terry Plumbing Co; (779-435-0355). On: Jan 05 2023. Forward request by email.

1-0 Evaluation Concurred. 1. The soil borings included in the plan are the only ones that exist for the area.

2. The elevation of where the soil borings were taken is approximately 4 feet below the elevation of the site. This would result in the ground water being 10' to 12 below ground level at this site.

Yes assume normal dewatering will be required.

3. No rock excavation is anticipated for this project.

4. Removal and replacement of unsuitable material is to be considered incidental to the Contract.

5. The Village of Schiller Park has arranged with Eden Cemetery to allow the use of one of their roads for truck traffic to enter and exist this area from Irving Park Road. The Contractor will have to use the same road for ingress and egress.

6. See response to previous question for use of cemetery roads. The cemetery hours are such that the roads will be accessible during normal construction hours. As is relates to daily downtime, the cemetery has indicated that they average 2-3 ceremonies per week with an average duration of .5 hours where machinery will need to stop.

7. A detail for a stabilized construction entrance has been added to the revised plans. The cost of furnishing and maintaining the stabilized entrance shall be incidental the Earthwork pay item.

9. Yes By: James Goumas; Edwin Hancock Engineering Co. - Westchester, IL; ((708) 865-0300) On: Jan 11 2023 1-1 Government Response. Amendment to solicitation is forthcoming. By: Casey Brzozowiec; Contracting Office; (312-

353-6400) On: Jan 13 2023 Current Request Status: Request Closed

Information for this report is procurement sensitive.

10052001 Civil N/A N/A N/A Comment Classification: Public (Public)

10. AFTER REVIEW, WE BELIEVE A TEMPORARY SOIL RETENTION SYSTEM MAY BE REQUIRED TO SUPPORT THE

EXISTING EARTH, CURB, AND PAVEMENT ADJACENT TO THE STORM SEWER TRENCH

BETWEEN STATIONS 3+25 AND 12+50 ON SORENG AVE. IF THIS CURB AND PARKING LOT CAN'T BE SUPPORTED BY

TEMP SOIL RETENTION SYSTEM AND THE CURB AND GUTTER AND ADJACENT

PARKING LOT CAVE INTO EXCAVATION DURING BACKFILLING OPERATIONS, WILL THE CURB AND GUTTER

REPLACEMENT AND STONE BACKFILL BE INCIDENTAL TO THE BASE BID?

11. IS THE GRANULAR STONE BACKFILL ADJACENT TO THE CURB BETWEEN STATIONS 3+25 AND 12+50 INCIDENTAL

TO THE PROPOSED PIPE? AFTER FURTHER REVIEW, WE BELIEVE

GRANULAR STONE BACKFILL AND SPOIL HAUL OFF WILL BE REQUIRED IN THIS AREA.

12. THERE ARE TWO ORNAMENTAL TREES IN CONFLICT WITH OUR MACHINE CLEARANCE AND THE CENTERLINE OF

24" RCP INSTALLATION (STA 1+50).

ARE THE REMOVAL AND REPLACMENT OF THESE TREES INCIDENTAL? HOW ARE THE REMOVAL AND REPLACEMENT

OF THESE TREES BEING PAID FOR.

mailto:jyoung@terryplumbingco.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10051998 mailto:jggoumas@ehancock.com

13. THERE'S A 2.5' MEASUREMENT FROM THE EDGE OF CURB TO EDGE OF PROPOSED PIPE WHICH TECHNICALLY

ELIMINATES BACKFILLING THE EXCAVATION ALONG SORENG AVE CURB LINE WITH STONE.

IF THE 6" WEDGE OF NATIVE SOIL, ADJACENT TO CURB AND EDGE OF PIPE AND BETWEEN ST 3+25 AND 12+50 ALONG SORENG AVE, CAVES INTO THE OPEN EXCAVATION AS STANDARD STEEL BOXES ARE PULLED DURING PIPE

INSTALLATION,

ARE WE RESPONSIBLE FOR NOW BACKFILLING THIS EXCAVATION NEXT TO CURB COMPLETE WITH GRANULAR

STONE AND IS THIS STONE INCIDENTAL TO THE PIPE PAY ITEMS?

IS THE CONTRACTOR RESPONSIBLE FOR OVER EXCAVATION, SPOIL HAUL OFF, AND THE NEED FOR ADDITIONAL

STONE FOR CAVE INS ADJACENT TO EXISTING CURB LINE ALONG SORENG AVE?

14. THERE ARE EXISTING CATCH BASINS AND STORM LINES THAT ARE NOT SHOWN ON THE DRAWINGS, BUT ARE IN

CONFLICT WITH THE PROPOSED 18" RCP STORM INSTALLATION ALONG SORENG AVE.

HOW ARE THESE BEING DEALT WITH? DO THEY GET REPLACED OR REROUTED AND IS THIS WORK INCIDENTAL?

15. THE CLASS B REMOVAL AND REPLACEMENT AREAS DON'T MATCH ON SHEET 10. CAN YOU SPECIFY THE LIMITS

TO THIS PAY ITEM AND WILL WE BE PAID FOR WHAT WE PUT BACK.

IS THIS PAY ITEM BEING PAID TO THE CLOSEST JOINT OR DO WE SAW CUT TO ONLY THE LIMITS SHOWN ON THE

REMOVAL SKETCH?

16. ARE WE TO FIGURE PERFORMING THE 25TH AVE AND SORENG AVE STORM MANHOLE CONNECTION AT NIGHT

DUE TO THE HEAVY VOLUME OF TRAFFIC? IS THERE A MAINTENANCE

OF TRAFFIC DRAWING FOR THIS WORK? CAN WE SHUT DOWN THE INTERSECTION AND PROVIDE A DETOUR UNTIL

CLASS B PATCH IS COMPLETED.

By: Jeff Young; Terry Plumbing Co; (779-435-0355). On: Jan 05 2023. Forward request by email.

1-0 Evaluation Concurred. 10. We have revised the location of the proposed storm sewer within these limits to be 5' from the back of curb. This will provide a minimum 2' from the edge of the trench and the back of curb. Stone backfill of the trench will not be required.

11. With the revised location of the storm sewer, granular stone backfill and spoil haul off will not be required.

12.

We have revised the quantity of Tree Removal over 15" Diameter to reflect the possible removal of these trees.

Replanting of trees will be done by the Village after the project is complete.

13. See response to questions 10 and 11.

14. The location of the 18" storm sewer shall be modified in the field, if necessary, to avoid catch basins and storm inlets.

15. The limits of removal and replacement have been revised to match on Sheet 10. This limits of this item will be based upon what is necessary to safely and properly construct the work within the pavement. The limits will be dependent on the exact location of existing utilities and other factors. This is a unit price item and the quantity removed and replaced will be measured in place. By: James Goumas; Edwin Hancock Engineering Co. - Westchester, IL; ((708) 865-0300) On: Jan 11 2023

2-0 Evaluation Concurred. 16. The work at the storm manhole connection is to take place while the road is open to traffic. The means and methods of the construction is up to the Contractor. Night work would be allowed. We have changed the type of pavement patching within 25th Avenue from Class B, 10" to Class D, 8 to eliminate the curing time. The Class D Patch is to be brought to an elevation 2' below the existing pavement surface to allow for the placement of a 2"layer of Hot-Mix Asphalt Surfacing which will be paid for separately. By: James Goumas; Edwin Hancock Engineering Co. - Westchester, IL; ((708) 865-0300) On: Jan 11 2023

2-1 Government Response. Amendment to solicitation is forthcoming. By: Casey Brzozowiec; Contracting Office; (312- 353-6400) On: Jan 13 2023

Current Request Status: Request Closed Information for this report is procurement sensitive.

10052016 Civil N/A N/A N/A Comment Classification: Public (Public)

QUESTION:

HOW MUCH RETENTION IS BEING HELD FOR THIS PROJECT?

By: Jeff Young; Terry Plumbing Co; (779-435-0355). On: Jan 05 2023. Forward request by email.

1-0 Evaluation Concurred. Retainage: See FAR 52.232-5(e) By: Casey Brzozowiec; Contracting Office; (312-353-

6400) On: Jan 12 2023 1-1 Government Response. Retainage: See FAR 52.232-5(e) By: Casey Brzozowiec; Contracting Office; (312-353-mailto:jyoung@terryplumbingco.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10052001 mailto:jggoumas@ehancock.com mailto:jggoumas@ehancock.com mailto:Casimir.Brzozowiec@usace.army.mil mailto:jyoung@terryplumbingco.com https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicCommentReportEmail&PKeyComment=10052016

6400) On: Jan 12 2023 Current Request Status: Request Closed

Information for this report is procurement sensitive.

Report Complete

Controlled Unclassified Information (CUI) Only Patent 11/892,984 ProjNet property of ERDC since 2004.

http://projnet.com/index.php

"General Decision Number: IL20230009 01/13/2023

Superseded General Decision Number: IL20220009

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 $16.20 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 2023. | |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: | $12.15 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 2023. |

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 http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023

1 01/13/2023

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

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

BRIL0021-001 06/01/2016

Rates Fringes

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

BRIL0021-004 06/01/2017

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

BRIL0021-006 06/01/2017

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

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

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

BRIL0021-009 06/01/2017

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

BRIL0021-012 06/01/2017

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

CARP0555-001 06/01/2022

BUILDING, HEAVY, AND HIGHWAY

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CARPENTER

Carpenter, Lather, Millwright, Piledriver, and Soft Floor Layer Building...................$ 52.01 38.85 Heavy & Highway............$ 52.01 38.85

CARP0555-002 10/01/2022

RESIDENTIAL CONSTRUCTION

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CARPENTER........................$ 44.11 34.47

ELEC0009-003 05/29/2022

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

ELEC0134-001 06/06/2022

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

ELEC0134-003 06/07/2021

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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.

* ELEV0002-001 01/01/2023

ELEVATOR MECHANIC................$ 65.12 37.335+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

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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 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

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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 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

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IRONWORKER

Sheeter.....................$ 54.76 41.45 Structural and Reinforcing..$ 54.51 41.45

IRON0063-001 06/01/2021

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

IRON0063-002 06/01/2020

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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

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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 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

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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

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

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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 06/01/2022

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PAINTER (including taper)........$ 50.30 31.07

PAIN0027-001 06/01/2022

Rates Fringes

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

PLAS0005-002 07/01/2015

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 12/01/2022

Rates Fringes

ROOFER...........................$ 48.00 28.08

SFIL0281-001 07/01/2022

Rates Fringes

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

SHEE0073-001 06/01/2022

Rates Fringes

Sheet Metal Worker...............$ 49.10 42.91

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

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TRUCK DRIVER

2 or 3 Axles................$ 35.60 22.10 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 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

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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.

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.

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

Washington, DC 20210

2.) If the answer to the question in 1.) is…