W912P6-20-B-0012-0002.pdf

W81G6601010009

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 SOLICITATION NUMBER W912P6-20-B-0012

The referenced Solicitation due date is NOT EXTENDED by this Amendment. Therefore, bids shall be furnished no later than 2:00 p.m. (CDT) on 18 September 2020. Details regarding bid submission are contained at Section 00 21 13 of the solicitation document. The amendment particulars follow on the next pages, w herein including updated w age determination; revised specif ications; revised draw ings; and responses to contractors' questions.

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY 14-Sep-2020

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 W912P620B0012

X 9B. DATED (SEE ITEM 11)

18-Aug-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

14-Sep-2020

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:

W912P620B0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT PARTICULARS

A. CHANGES TO SOLICITATION

1. Updated Wage Determination IL20190008 dated 4 September 2020 is provided by this Amendment 0002.

[End of changes to Solicitation]

B. CHANGES TO SPECIFICATIONS

The revised specification sections are provided with this amendment at beta.SAM.gov in the file named “Amendment 0002 revised specifications.” The following is a summary of changes made by this amendment:

1. Section 03 30 00

2. Section 13 34 19 revised as called out in answers to questions provided in this amendment.

[End of changes to Specifications]

C. CHANGES TO DRAWINGS

The revised plans are provided with this amendment at beta.SAM.gov in the file named “Amendment 0002 revised plans and drawings.” The following is a summary of changes made by this amendment:

1. Sheet A-101 revised as called out in answers to questions provided in this amendment.

2. Sheet S-001 revised as called out in answers to questions provided in this amendment.

3. Sheet S-502 revised as called out in answers to questions provided in this amendment.

D. CONTRACTOR INQUIRIES

By this Amendment 0002, the Chicago District, USACE provides its responses to contractor inquiries:

Q3. Spec Section 133419, 2.2.5 Fasteners:

Q1a. This section of the specifications indicates that there cannot be any fasteners at the ridge, gable trim, or eave with parapet. Please advise if a PEMB manufacturers standard fastener requirements for the roof system can be followed as long as the warranty specified for the roof system as specified in spec section 133419 is provided?

USACE answer Q3a: A PEMB manufacturers standard fastener requirements can be applied as long as the warranty can be provided per the spec 13 34 19 – 1.8.

Q1b. If a PEMB manufacturers standard fastener requirements are not acceptable, then this project is essentially a single source project for Butler Buildings and will eliminate any competitive bidding on the project (Butler Buildings is the only manufacturer we know of that does not have ridge cap or gable trim fasteners). Please advise if this is the intent of the project so we can update our bidding status accordingly.

USACE answer Q3b: The spec 13 34 19 – 2.2.5 is updated to provide a general fasteners requirements for all PEMB manufacturers.

Q4. Please clarify the clear height required for the building. Drawing A-101 general notes #1 indicate 16’ clear height while the specifications indicate 18’ clear height.

USACE answer Q4: The perimeter wall height is 18 feet; the building has a 16 feet minimum clear height.

Q5. Please clarify the deflection requirements for the building. Drawing S-001 under Pre-engineered metal building notes #5 lists different requirements than spec section 133419.

USACE answer Q5: The deflections limits in the drawing and spec now match, see revised S-001.

Q6. Please clarify the wall panels on the building. Drawing A-101 general notes #1 indicate an insulated metal sandwich panel while the specs indicate a single skin metal panel with 6” fiberglass batt insulation.

USACE answer Q6: Use a single skin metal panel with 6” fiberglass batt insulation. Drawing A-101 has been updated.

Q7. Please clarify if there is a collateral load required for the building and what this is (i.e. 5 psf, etc.)?

USACE answer Q7: The collateral load for the building is 5 psf per specs 13 34 19 – Paragraph 1.2.1.8.

Q8. Please clarify if professional liability insurance is required on this project since structural design of the building is part of the PEMB scope of work? Please also clarify the required limits and the amount of time the policy must remain active?

USACE answer Q8: The insurance requirements are outlined in Section 01 00 00 para. 1.13. Professional liability insurance is not required. Per FAR 52.228-5, “The Contractor shall, at its own expense, provide and maintain during the entire performance of this contract, at least the kinds and minimum amounts of insurance required in the Schedule or elsewhere in the contract.” These insurance requirements must be included in any subcontracts.

Q9. The building deflection limits as shown on the chart on S-001 – General Notes – Pre-Engineered Building – Item 5 are considerably strict and do NOT match what is called out in the Specifications 13 34 19 - 1.2.1.9 (which are still slightly strict for the building end-use). How should we proceed?

DRAWINGS:

SPECIFICATIONS:

USACE answer Q9: Refer to the answer to question 5.

Q10. Under the roof specification 13 34 19 2.2.3 on items f. g. h. and k., they call out that “field drilling fasteners” (item k.) and that the secondary needs to be pre-punched. We will NOT have pre-punched secondary and ALL of our screws will be self-drillers!. Is this acceptable? I only know of (1) PEMB manufacturer that could provide this detail.

USACE answer Q10: The 13 34 19 - 2.2.3 on items f., g, h., and k. are updated to provide permission for any method of Self-Drilling Fasteners.

Q11. They again call out “factory punched holes in secondary” on item 2.2.5 Fasteners. Again, we will NOT have pre-punched secondary.

USACE answer Q11: The requirement of “factory punched holes in secondary” in 13 34 19 - 2.2.5 is removed.

Q12. Under 2.2.5 they call out “Zero (0) per linear foot” on items e. and g. for the gable trim and ridge. Our standard details would include screws at (2) per lineal foot. Would the USACE have a detail they have used in the past that we could review? Can we follow our standard detailing?

USACE answer Q12: The requirements from “a to h” in 13 34 19 - 2.2.5 are removed. You may follow your standard detailing.

Q13. The insulation thicknesses provided in 2.4 Insulation for the roof and walls would NOT meet the current energy code for the state of Illinois. Should we continue to follow the specification?

USACE answer Q13: Follow the specs; the insulation specification matches the IECC (2018) guidelines for metal buildings, reference Chapter 4 -table C402.1.3.

Scope Comments:

The following is by Others: All interior and exterior personnel doors, wall louvers, overhead doors (see 2.3.4 Accessories), COAT BASE PLATE, ANCHOR BOLTS AND COLUMN BELOW SLAB ON GRADE WITH AN APPROVED ASPHALTIC PAINT; Any architectural drawings; Any structural drawings other than what is provided by the PEMB Pre-punched secondary will NOT be provided and ALL screws will be self-drillers!

Specification for wall panel finish 13 34 19 2.3.2 g. calls out a “wall panel color shall be comparable”. We will be using a standard color in their standard color offering.

Specification 13 34 19 2.3.3 a. and b. “torx-head” screws are called out. We will be using hex-head screws.

USACE ANSWER: There are no additional architectural drawings or structural drawings other than what is provided.

The following questions 14–40 are regarding the metal building system:

Q14. Info on liner panel needed. (profile, gauge, finish, etc.)

USACE answer Q14: Liner panel is removed, see updated note 2 sheet A-101.

Q15. Is the liner panel to be attached horizontally or vertically? If vertically, fasteners will not be uniform.

USACE answer Q15: Metal liner panels have been removed, see updated note 2 sheet A-101.

Q16. The ceiling is to have a liner in the four rooms?

USACE answer Q16: No, refer to updated note 12 sheet A-101.

Q17. Drawings say insulated liner in ceiling. How do you do that if drywall is going on first?

USACE answer Q17: Metal liner panels removed, see updated note 12 sheet A-101.

Q18. Assuming you require union labor, do you want union ironworkers to install the liner panel, or we just provide the material and others install it, or we don’t furnish or install the liner panel?

USACE answer Q18: Metal liner panels removed, see updated note 12 sheet A-101.

Q19. This is from Note 12 on A-101: “CEILING IN MAIN BOAT DOCK AREA SHALL BE EXPOSED TO STRUCTURE ABOVE AND PAINTED TO MATCH EXISTING WALLS “. Not that we are painting, but the ceiling will be an insulation “fabric” with a white polypropylene facing. What gets painted?

USACE answer Q19: See revised note 12 sheet A-101.

Q20. Are the overhead doors 12’ wide or 13’ wide? Conflicting info. How wide should the framed openings be?

USACE answer Q20: Overhead door shall have 12-foot openings (clearance).

Q21. What is the clear height? Drawings say 16’, specs say 18’.

USACE answer Q21: See answer to question 4.

Q22. Do you need the clear height under the rafter beams, or just between the frames?

USACE answer Q22: Clear height shall be 16 feet. Nothing should be between the floor and 16 feet, unless otherwise shown in the drawings. Variations may be submitted during the course of work, but there is no guarantee for acceptance.

Q23. What the weights of the mechanical equipment the building is to support?

USACE answer Q23: Mechanical equipment weight will vary based on the contractor submittals. Per market research, average weight of unit heaters may be 50lbs, and average duct heater attached to duct may be 300lbs. The contractor will determine the exact unit, and thus the exact weight for the equipment.

Q24. What are the sizes of the openings in the walls for the mechanical equipment?

USACE answer Q24: In-wall equipment shall be installed in a hole that is flush to the equipment.

Contractor’s shall determine the size of the hole they need to install the equipment into. The duct heater connecting to the wall has a measurement of 1 FT X 1 FT. The contract drawings specify where equipment will go on sheet M-101.

Q25. Will a Galvalume substrate be okay for the roof panel?

USACE answer Q25: Follow the specs, material must be equal or exceed the requirements.

Q26. The MBMA uses SSPC Paint 15 or 20 not 25. Will this be okay?

USACE answer Q26: Follow the specs, may submit as variants but cannot guarantee acceptance.

Q27. Standard Weather Tightness warranty is for 20 years. Is this acceptable?

USACE answer Q27: Follow the specs.

Q28. Will G60 secondary be acceptable in lieu of acrylic coated G30, or does the secondary even need to be galvanized if the primary steel isn’t?

USACE answer Q28: This is a technical question that can only be answered upon review of submittals.

Q29. Page 16, item 2.2.3 k. states no self-drilling fasteners for roof panel. These are needed where there are exposed fasteners.

USACE answer Q29: See response to question 10.

Q30. The specs are written based on Butler Manufacturing. Many of the items called out are proprietary or standard for them, i.e., pre-punching purlins and girts and panels, acrylic coated galvanized secondary, hemmed wall panel sidelaps, miter cuts at the top of the wall panels, etc. These things are not necessary and actually make the building more costly. Other manufacturers such as Ceco, Kirby, American, Nucor don’t do these things. Are they only accepting a Butler building? If not, please revise the specs that fit the other companies.

USACE answer Q30: The specifications provided by this amendment are revised to make it general for all manufactures.

Q31. The Insulation R values specified will not meet IECC 2018. Are we to still use them?

USACE answer Q31: Refer to response for question 13.

Q32. Do we use the deflections in the specs or on the drawings?

USACE answer Q32: Refer to response for question 5.

Q33. Do the drawings and specs reflect the UFC modifications to the building code or can we just go by the code?

USACE answer Q33: Follow the specs and drawings.

Q34. Spec section 1.5.1 should be removed from the metal building spec.

USACE answer Q34: Follow the specs; paragraph 1.5.1 has been updated.

Q35. Spec section 1.5.1.6 should be removed from the metal building spec.

USACE answer Q35: Concur, has been removed from 13 34 19. This requirement is included in Section 26 51 00, Interior Lighting.

Q36. Spec section 2.6 should be removed from the metal building spec.

USACE answer Q36: Follow the specs, this Section will remain.

Q37. Spec section 3.9, 2nd paragraph should be removed from the metal building spec.

USACE answer Q37: Follow the specs, the Section will remain.

Q38. Spec section 3.9.4 should be removed from the metal building spec.

USACE answer Q38: Liquid densifier is required to make the concrete surface less permeable to the liquids, fill the pores, and increasing surface density. This requirement has been moved from the metal building spec to the Section 03 30 00, Concrete, paragraph 3.8.

Q39. Section 3.3 – Grout is furnished and installed by the concrete contractor USACE answer Q39: Follow the specs, means and methods are determined by the contractor.

Q40. Metal building manufacturers do not design anchor bolts/rods. They will give the diameter and projection only.

Foundation engineer will need to design the length.

USACE answer Q40: USACE will provide a design of anchor bolts/rods upon submission of the final reactions at the base by the metal building manufacturer.

Q41. Note 3 on drawing S-502 – is this correct? It is highly unusual.

USACE answer Q41: This note is not applicable to the project, note 3 is removed from sheet S-502.

Q42. Note 10 on A-101, slope should 1:12, correct?

USACE answer Q42: See updated note 10 sheet A-101.

Q43. Are there any elevation drawings?

USACE answer Q43: No elevation drawings for this solicitation are provided.

Q44. Specifications 13 34 19 - 1.2.1.9 conflict with the notes on the plans. How should we proceed?

USACE answer Q44: Refer to response to question 9.

Q45. Under the roof specification 13 34 19 2.2.3 on items f. g. h. and k., they call out that “field drilling fasteners” (item k.) and that the secondary needs to be pre-punched. We will NOT have pre-punched secondary and ALL of our screws will be self-drillers!. Is this acceptable? I only know of (1) PEMB manufacturer that could provide this detail.

USACE answer Q45: Refer to response to question 10.

Q46. They again call out “factory punched holes in secondary” on item 2.2.5 Fasteners. Again, we will NOT have pre-punched secondary.

USACE answer Q46: Refer to response to question 11.

Q47. Under 2.2.5 they call out “Zero (0) per linear foot” on items e. and g. for the gable trim and ridge. Our standard details would include screws at (2) per lineal foot. Would the USACE have a detail they have used in the past that we could review? Can we follow our standard detailing?

USACE answer Q47: Refer to response to question 12.

Q48. The insulation thicknesses provided in 2.4 Insulation for the roof and walls would NOT meet the current energy code for the state of Illinois. Should we continue to follow the specification?

USACE answer Q48: Refer to response to question 13.

Q49. Will the USACE accept our umbrella coverage to sit over the required insurance limits in order to meet these requirements?

USACE answer Q49: No, insurance must be as per specifications, see 01 10 00 as provided by Amendment 0001.

Q50. When is the deadline to submit any questions/RFIs for the bid?

USACE answer Q50: There is no deadline for questions; however, please have all questions submitted as soon as possible so that the acquisition schedule is not delayed.

Q51. The insurance limits as stated in the solicitation are not possible for small businesses. Per insurance representatives, GL, Auto and Employer’s liability limits greater the $2,000,000 are not provided for small companies and reserved only for very large corporations. The existing insurance requirements are discriminatory against small businesses. Will insurance requirements be adjusted to allow small business participation?

USACE answer Q51: USACE has previously awarded contracts for work at the Barriers to small businesses to include women-owned small businesses with these same insurance requirements in the solicitations and contracts. This is the standard insurance requirement for the Barriers. The property at the Barriers site is owned by the Metropolitan Water Reclamation District of Greater Chicago. USACE has an easement with that agency to use the land for the Barriers; one of the terms of that easement specifies that the insurance as stated in the solicitation is required of contractors that are onsite under a USACE contract. The insurance requirements as included are not negotiable.

Q52. Is there a form we need to use for the bid bond?

USACE answer Q52: The bidder shall use Standard Form 24 (per the Federal Acquisition Regulation [FAR] 28.106-1(a) Bonds and bond-related forms). You may obtain a copy by visiting https://www.gsa.gov/forms-library/bid-bond (the current version is 08/2016).

Q53. Should the wall and roof panels be pre-insulated?

USACE answer Q53: This is means and methods, the contractor shall determine how to best fulfill specification requirements.

Q54. The building deflection limits as shown on the chart on S-001 – General Notes – Pre-Engineered Building – Item 5 are considerably strict and do NOT match what is called out in the Specifications 13 34 19 - 1.2.1.9 (which are still slightly strict for the building end-use). How should we proceed?

USACE answer Q54: Refer to response to question 9.

Q55. Under the roof specification 13 34 19 2.2.3 on items f. g. h. and k., they call out that “field drilling fasteners” (item k.) and that the secondary needs to be pre-punched. We will NOT have pre-punched secondary and ALL of our screws will be self-drillers!. Is this acceptable? I only know of (1) PEMB manufacturer that could provide this detail.

USACE answer Q55: Refer to response to question 10.

Q56. They again call out “factory punched holes in secondary” on item 2.2.5 Fasteners. Again, we will NOT have pre-punched secondary.

USACE answer Q56: Refer to response to question 11.

Q57. Under 2.2.5 they call out “Zero (0) per linear foot” on items e. and g. for the gable trim and ridge. Our standard details would include screws at (2) per lineal foot. Would the USACE have a detail they have used in the past that we could review? Can we follow our standard detailing?

USACE answer Q57: Refer to response to question 12.

Q58. The insulation thicknesses provided in 2.4 Insulation for the roof and walls would NOT meet the current energy code for the state of Illinois. Should we continue to follow the specification?

USACE answer Q58: Refer to response to question 13.

Q59. Scope Comments:

The following is by Others: All interior and exterior personnel doors, wall louvers, overhead doors (see 2.3.4 Accessories), COAT BASE PLATE, ANCHOR BOLTS AND COLUMN BELOW SLAB ON GRADE WITH AN APPROVED ASPHALTIC PAINT; Any architectural drawings; Any structural drawings other than what is provided by the PEMB Pre-punched secondary will NOT be provided and ALL screws will be self-drillers!

Specification for wall panel finish 13 34 19 2.3.2 g. calls out a “wall panel color shall be comparable”. We will be using a standard color in their standard color offering.

Specification 13 34 19 2.3.3 a. and b. “torx-head” screws are called out. We will be using hex-head screws.

USACE answer Q59: Refer to response to Scope Comments above.

Q60. Concrete: Note 11/S-101 states the tie beams through the footings shall be monolithically cast. Is it acceptable to pour the bottom 1' 4" of the tie beams to match the elevations of the spread footings, then cap the top 4' 4" of the tie beam which would create a construction joint in the tie beam?

USACE answer Q60: Follow drawings, may submit as variants but cannot guarantee acceptance.

Q61. Are there any water lines or any water called out for the boat wash area?

USACE answer Q61: No water is called out for the boat wash area.

Q62. Excessive soils, to be left on-site or hauled off (testing?)?

USACE answer Q62: Excess spoils shall be wasted on site as directed by Contracting Officer.

Q63. Potable water tank supports? Structural detail for it? Design/build?

USACE answer Q63: Refer to Section, 33 11 00 Water Utility Distribution Piping, Paragraph 2.1.

Q64. Is rigid insulation is required for the foundation or under the slab on grade. Note 8/S-001 states to read the notes below and in specs, but we cannot find anything regarding rigid insulation for the foundation or under the slab on grade.

USACE answer Q64: This note is not applicable to the project, note 8 is removed from revised sheet S-001.

Q65. Does the new nonconductive fencing scope of work area also included the fencing on the west side of the canal, as shown on G-005? Is there existing roadway for access or do we need to put in the roadway (gravel)?

USACE answer Q65: There are options for nonconductive fence replacement on both the west and east side of the canal. There is roadway access to both locations; no gravel road is required to be installed at either location.

Q66. Regarding the addition of the railroad insurance (amendment 0001), is this requirement only for the fencing subcontractor who will be working near the tracks on the east side of the canal?

USACE answer Q66: Per FAR 52.228-5, the contractor itself is required to maintain the insurance required by Section 01 10 00 - Paragraph 1.13, as modified by Amendment 0001. Additionally, these insurance requirements must be included in all subcontracts under this contract.

[End of inquiries section] file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

"General Decision Number: IL20200008 09/04/2020

Superseded General Decision Number: IL20190008

State: Illinois

Construction Types: Building and Residential

Counties: Du Page, Grundy, Kane, Kendall, Lake, McHenry and Will Counties in Illinois.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 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 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020 1 01/17/2020 2 01/24/2020 3 02/07/2020 4 06/05/2020 5 06/12/2020 6 06/19/2020 7 06/26/2020 8 07/03/2020 9 07/17/2020 10 07/24/2020 file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

11 08/07/2020 12 08/14/2020 13 08/21/2020 14 09/04/2020

ASBE0017-005 06/01/2020

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 disposing of all insulation materials from mechanical systems, whether they contain asbestos or not.............$ 38.44 27.35

BOIL0001-003 05/01/2017

DU PAGE, GRUNDY, KANE, KENDALL, LAKE, MCHENRY, AND WILL COUNTIES

Rates Fringes

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

BRIL0014-001 06/01/2016

DU PAGE, GRUNDY, LAKE, and WILL COUNTIES

Rates Fringes

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

BRIL0021-002 06/01/2017

Rates Fringes

MARBLE SETTER....................$ 44.63 26.83

BRIL0021-008 06/01/2017

Rates Fringes file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

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

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

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

BRIL0021-010 06/01/2017

Rates Fringes

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

BRIL0027-002 06/01/2016

KANE, KENDALL, and MCHENRY COUNTIES

Rates Fringes

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

CARP0555-003 06/01/2020

DUPAGE ANE LAKE COUNTIES

Rates Fringes

CARPENTER

Building....................$ 49.76 35.86 Heavy & Highway.............$ 49.76 35.86

CARP0555-004 10/01/2018

Residential

DU PAGE and LAKE COUNTIES

Rates Fringes

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

CARP0555-006 06/01/2020

WILL COUNTY

BUILDING

Rates Fringes

Carpenter; Millwright;

Piledrivermen....................$ 49.76 38.26

CARP0555-007 10/01/2018

WILL COUNTY

RESIDENTIAL

file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

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

CARP0555-009 06/01/2020

KANE, KENDALL, AND McHENRY COUNTIES

BUILDING

Rates Fringes

CARPENTER

Carpenter, Floor Layer, Lather, Millwright, and Piledriver..................$ 49.76 35.87

CARP0555-010 10/01/2018

KANE, KENDALL, and McHENRY COUNTIES

RESIDENTIAL

Rates Fringes

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

CARP0555-012 06/01/2020

GRUNDY COUNTY

Rates Fringes

CARPENTER

Carpenter, Millwright, Piledriver, and Soft Floor Layer Building...................$ 49.76 35.87 Residential................$ 37.11 31.29

ELEC0009-002 05/31/2020

WILL COUNTY

Rates Fringes

Line Construction Groundman...................$ 42.82 61.93% Lineman and Equipment Operator....................$ 54.90 61.93%

ELEC0117-002 06/01/2020

file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

KANE (Northern Half) and McHENRY COUNTIES

Rates Fringes

ELECTRICIAN

Building....................$ 51.15 35.2%+17.19

ELEC0117-003 06/01/2020

KANE (Northern Half), and McHENRY COUNTIES

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 41.34 34%+14.67

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0117-004 09/03/2018

KANE (Northern Half) and McHENRY COUNTIES

Rates Fringes

ELECTRICIAN

Residential.................$ 40.41 33.67%+15.66

ELEC0150-002 08/01/2020

LAKE COUNTY

Rates Fringes

ELECTRICIAN

Building....................$ 42.05 44.14 Residential.................$ 41.13 30.53

ELEC0150-003 11/04/2019

LAKE COUNTY

ELECTRICIAN

file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

ELECTRICAL TECHNICIAN.......$ 39.00 31.60

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0176-003 06/01/2020

Grundy and Will Counties

Rates Fringes

ELECTRICIAN

Residential.................$ 43.15 32.14

ELEC0176-008 06/01/2020

GRUNDY and WILL COUNTIES

Rates Fringes

ELECTRICIAN

Building....................$ 47.00 41.09

ELEC0176-015 06/01/2020

GRUNDY and WILL COUNTIES

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 38.50 32.81

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0461-002 06/08/2020

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KANE (Southern Half) AND KENDALL COUNTIES

Rates Fringes

ELECTRICIAN

Building....................$ 49.94 35.28 Residential.................$ 43.07 28.87

ELEC0461-005 11/04/2019

KANE (Southern Half), AND KENDALL COUNTIES

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 40.73 29.77

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0701-002 11/04/2019

DUPAGE COUNTY

Rates Fringes

ELECTRICIAN

Building....................$ 41.00 105.86% Residential.................$ 39.60 81.43%

ELEC0701-003 06/04/2018

DU PAGE COUNTY

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 33.82 104.42%

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44] central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEV0002-002 01/01/2020

DU PAGE, KANE, KENDALL, LAKE, & WILL COUNTIES

Rates Fringes

ELEVATOR MECHANIC................$ 58.47 34.765+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

ELEV0015-002 01/01/2020

McHENRY COUNTY

Rates Fringes

ELEVATOR MECHANIC................$ 51.09 34.765+a+b

FOOTNOTES:

A. Employer contributes 8% of regular basic hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for under 5 years of service.

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

ELEV0055-001 01/01/2020

GRUNDY COUNTY

Rates Fringes

ELEVATOR MECHANIC................$ 47.72 34.765+a+b

FOOTNOTES:

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A. Employer contributes 8% of regular basic hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for under 5 years of service.

B. Paid Holidays: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Day after Thanksgiving; Veterans' Day & Christmas Day

* ENGI0150-026 06/01/2020

BUILDING and RESIDENTIAL

Rates Fringes

OPERATOR: Power Equipment

GROUP 1....................$ 52.10 42.90

GROUP 2....................$ 50.80 42.90

GROUP 3....................$ 48.25 42.90

GROUP 4....................$ 46.50 42.90

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; Brick Forklift;

Broom, Power Propelled; Bulldozers; Concrete Mixer (Two Bag file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44] 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

IRON0001-014 06/01/2019

DU PAGE (Eastern 1/4), LAKE, AND MCHENRY (Hebron, Woodstock, and East thereof) COUNTIES

Rates Fringes

IRONWORKER

Sheeter.....................$ 50.88 39.37 Structural and Reinforcing..$ 50.63 39.37

IRON0063-003 06/01/2020

LAKE, DUPAGE (Eastern 1/4) and McHENRY (HEBRON, WOODSTOCK &

EAST THEREOF) COUNTIES

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 51.63 37.73

IRON0063-004 06/01/2019

LAKE, DUPAGE (Eastern 1/4), and McHENRY (HEBRON, WOODSTOCK &

EAST THEREOF) COUNTIES

file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

IRONWORKER

Fence Erector...............$ 42.88 29.18

IRON0136-002 07/01/2018

LAKE, DUPAGE (Eastern 1/4) and McHENRY (HEBRON, WOODSTOCK & East thereof) COUNTIES

Rates Fringes

IRONWORKER

Machinery Movers; Riggers;

Machinery Erectors..........$ 41.00 33.96 Master Riggers..............$ 43.50 33.96

IRON0393-002 06/01/2019

DUPAGE (REMAINDER), KANE, KENDALL (NORTHERN PART), and MCHENRY

(SOUTHEAST 1/4) COUNTIES

Rates Fringes

IRONWORKER.......................$ 47.00 36.79

IRON0444-002 06/01/2018

DUPAGE (ARGONNE & VIC), GRUNDY, KENDALL (Southern Part), and

WILL COUNTIES

Rates Fringes

IRONWORKER.......................$ 43.00 38.20

IRON0498-006 06/01/2019

McHENRY COUNTY (Northwest Part)

Rates Fringes

IRONWORKER.......................$ 40.25 40.53

LABO0002-003 06/01/2018

DU PAGE COUNTY

Rates Fringes

LABORER

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

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

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

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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 & other Unclassified Laborers

GROUP 2: Fireproofing and fire shop laborers

GROUP 3: Cement gun laborers and hose

GROUP 4: Chimney over 40 feet; Scaffold laborers;

Weldman-wreckers Burners

GROUP 5: Cement gun nozzle (gunite) laborers; Windlass and capstan person

GROUP 6: Stone derrickmen and handlers

GROUP 7: Jackhammermen, Power driven concrete saws and other power equipment

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 (any device) monitoring nuclear exposure); Asbestos abatement laborers; Toxic and Hazardous waste removal laborers

LABO0075-001 06/01/2017

GRUNDY AND WILL COUNTIES

Rates Fringes

LABORER

GROUP 1.....................$ 41.20 27.47

GROUP 2.....................$ 41.20 27.47

GROUP 3.....................$ 41.28 27.47

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GROUP 4.....................$ 41.40 27.47

GROUP 5.....................$ 41.40 27.47

GROUP 6.....................$ 41.55 27.47

GROUP 7.....................$ 41.40 27.47

LABORER CLASSIFICATIONS

GROUP 1 - Mortar mixers, handling asphalt shingles;

Scaffolds; Sewer and trench work (ground level down to 8 feet); Catch basin and manhole diggers, mesh handling on road work; Cement and mineral filler handler; Concrete puddlers; Batch dumpers (cement & asphalt); Vibrator operators; Sand and stone wheelers to mixer Handlers);

Concrete wheelers; Airtamping hammermen; Concrete & paving breakers; Rock drillers/Jackhammermen; Chipping hammermen 1-Bag mixer; Asphalt laborer; Chain and power saws; Pit men; Fencing laborers; Mason tenders (mortar and brick wheeler); Kettlemen & tarmen, tank cleaners; Scaffold and staging laborers; Pot Firemen (tarmen); Heaters tender for any purpose; Water pumps (portable water pumps shall be tended by laborers if the employer determines tending is required); Rip rap; Handling of slab steel road forms in any manner, except road form setting, setting center strips, Contraction and expansion joints (road work);

Unloading and handling of lumber, brick, transite materials, cast iron water pipe, reinforced concrete rods, sewer and drain tile, railroad tiles and all other creosoted materials; paving blocks and concrete forms;

Handling of insulation of any type; all work involving the unloading of materials, fixtures, or furnishing, whether crated or uncrated; all mortar and composition mixers of sewer work; track laborers; Chimney and silo laborers working at a height of 1 to 48 feet; All laborers working on swinging suspended, or any type or make of scaffolding 1 to 48 feet; All laborers working inside a sphere or any type or make of tank; Working inside a sphere or any type or make of tank from bottom to a height of 48 feet; Form strippers (any type); Mechanical or motorized buggies, for concrete or masons employers; Use of skid steer loads or any other machinery which replaces the wheelbarrow or buggy; Handling multiple concrete duct or any other type of pipe used in public utility work unless otherwise specified herein; Snapping of wall ties and removal of rods; drilling of anchor bolt holes; Concrete or asphalt clipper type saws and self-propelled saws; Shoulder and grade laborers; All hydraulic electric and air or any other type of tools;

Grouting and caulking; Cleaning lumber, Nail pulling, Deck hand; Dredgehand; Shore laborer; Bankmen on Floating Plant;

Tool and material checkers; Signalmen and Flagmen on all construction work; Cleaning of debris; Removal of trees;

Concrete curing, temporary concrete protection regardless of manner or materials used; Laborers on Apsco; Janitorial;

Wrecking and demolition laborers file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

GROUP 2 - Sewer and drain pipe layers and multiple concrete duct or any other type of pipe used, on public utility work (ground level to 8 feet); Pumpcrete pipe handlers

GROUP 3 - Asphalt rakers; Hod carriers; Plasterer laborers;

Gunnite laborers, Slab for setters on roads, highways, streets, airport runaways, and radii (any type of form) stringline men for all aforementioned work; Wagon and tower drillers on land and floating plant used on dredging;

Asphalt gunners and plug men (undercoating on road work);

Mortar pump laborers; Plaster pump laborers

GROUP 4 - Tunnel miners, and all laborers inside tunnel; Air blow pipemen; Torchmen (burners); Mortaring men on sewer and drain pipe (the applying of mortar and composition mixes); All bottom men on sewer work-all sewer and drain pipelayers-multiple concrete duct or any other type of pipe used on public utility work-8 feet or more below ground level, and all other sewer and trench laborers 8 feet or more below ground level regardless of excavation area; All labor work inside cofferdam; Use of a 10 foot or more drill steel for hand held drills; Caisson laborers ground level down 15 feet; All air tools 8 feet or more below ground level; All laborers working on swinging-suspended or any type or make of scaffolds, 48 feet to 100 feet; All chimney and silo laborers working at a height of 48 to 100 feet;

All tamping hammers over 150 lbs.; All laborers working inside of a sphere or any type or make of tank at a height of 48 feet to 100 feet; all hydraulic, electric and air tools or any other type 8 feet or more below ground level;

Vibrators-any type-8 feet or more below ground level

GROUP 5 - Gunnite nozzle men; Caisson laborers and all tamping hammers from 150 lbs and over; from 15 feet below ground level down to 50 feet; and all laborers working inside of a sphere or any type of tank for every additional 50 feet or part thereof above 100 feet in height

GROUP 6 - All underground cavern laborers; Caisson laborers 50 feet or more below ground level; Laborers working under radio active conditions (suiting up); Blasting men (Powdermen) GROUP 7 - Dosimeter (any device) used for monitoring nuclear exposure; Asbestos abatement worker; Toxic and hazardous waste removal laborer; and chimney and silo laborers for every additional 50 feet or any part thereof above 100 feet high

LABO0149-001 06/01/2018

KANE, KENDALL, AND McHENRY COUNTIES file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

LABORER

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

GROUP 2.....................$ 41.65 28.19

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

GROUP 4.....................$ 41.65 28.19

GROUP 5.....................$ 41.65 28.19

GROUP 6.....................$ 41.90 28.19

GROUP 7.....................$ 41.90 28.19

GROUP 8.....................$ 41.60 28.19

LABORER CLASSIFICATIONS

GROUP 1 Common Laborer

GROUP 2 Power Vibrator

GROUP 3 Torchman (demolition only), Mortarmen

GROUP 4 Power Tamper

GROUP 5 Jackhammer & Airspade; Chainsaw, Swinging Stage and Boatswain Chair; Cement Gun Nozzleman; Hod Carrier;

Plasterer Tender, and Tunnel Man

GROUP 6 Tile Layers; Bottom Men

GROUP 7 Caisson Laborers; Dynamiters

GROUP 8 Asbestos abatement laborers, Toxic and hazardous waste removal laborers, Dosimeter (any device) monitoring nuclear exposure

LABO0152-001 06/01/2017

LAKE COUNTY

Rates Fringes

LABORER

GROUP 1....................$ 41.20 27.47

GROUP 2....................$ 41.28 27.47

GROUP 3....................$ 41.30 27.47

GROUP 4....................$ 41.40 27.47

GROUP 5....................$ 41.40 27.47

GROUP 6....................$ 41.43 27.47

GROUP 7....................$ 41.53 27.47

GROUP 8....................$ 41.55 27.47

GROUP 9....................$ 41.40 27.47

GROUP 10....................$ 41.75 27.47

GROUP 11....................$ 41.40 27.47

LABORER CLASSIFICATIONS

file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

GROUP 1: Building laborers; Plasterer tenders, General laborers (wrecking and demolition); Fireproofing and fire shop laborers

GROUP 2: Cement gun laborers and hose

GROUP 3: Chimney over 40 feet; Scaffold laborers; Wall men or wreckers

GROUP 4: Cement Gun nozzle (gunite) laborers

GROUP 5: Stone derrickmen and handlers

GROUP 6: Jackhammermen (tampers & vibrators); Power driven concrete saws

GROUP 7: Firebrick & boiler laborer setters

GROUP 8: Chimney laborers (on fire brick); Caisson Diggers;

Well Point system men

GROUP 9: Windlass and capstan persons

GROUP 10: Boiler setter plastic laborers

GROUP 11: Dosimeter (any device) monitoring nuclear exposure; Asbestos abatement laborers; Toxic and hazardous waste removal laborers

PAIN0014-002 06/01/2018

GRUNDY, LAKE, and WILL COUNTIES

Rates Fringes

PAINTER

Brush, Decorator, and Paperhanger.................$ 46.55 27.24

PAIN0027-003 06/01/2020

Rates Fringes

GLAZIER..........................$ 46.35 38.57

PAIN0030-001 06/01/2019

DE KALB, DU PAGE, KANE, KENDALL AND MCHENRY COUNTIES

PAINTER

file:///C/Users/H6PMDPLW/Documents/Fish%20Barrier%20Boat%20Shed/Solicitation/0002/il8.txt[9/11/2020 11:26:44]

Brush, Drywall Taper/Finisher, Sandblaster, and Spray......$ 47.30 22.53

PLAS0005-003 07/01/2015

GRUNDY and WILL COUNTIES

Rates Fringes

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

PLAS0005-006 07/01/2015

DU PAGE COUNTY

Rates Fringes

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

PLAS0011-008 06/01/2020

DE KALB, KANE, KENDALL, AND McHENRY COUNTIES

Rates Fringes

CEME…