W912P6-14-B-0008-0003.pdf

W81G6641117298

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

SUBJECT: SOLICITATION W912P6-14-B-0006, "McCook Ground Water Monitoring Wells"

CONTINUED ON NEXT PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 23-Jul-2014

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 W912P6-14-B-0008

X 9B. DATED (SEE ITEM 11)

24-Jun-2014

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

23-Jul-2014

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:

W912P6-14-B-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

A. AMENDED PROJECT SPECIFICATION SECTIONS: Section 33 24 13 – MONITORING WELLS – was updated to include parameters for a bentonite grout.

B. AMENDED PROJECT DRAWING SHEETS: C-501 was updated to show the location of the bentonite grout and cement grout.

C. CONTRACTOR’S INQUIRIES: Enclosed in this amendment are the USACE’s responses to Contractor’s inquiries.

D. Wage Rate Determination IL140009 dated 6/20/2014 is hereby replaced with the most recently updated version, dated 07/18/2014.

E. POINT OF CONTACT: The POC for this amendment is Alex Heinzel at (312) 846-5368 or alex.heinzel@usace.army.mil.

SECTION 33 24 13

GROUNDWATER MONITORING WELLS

08/08

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA 10084 (2005) Standard Methods for the Examination of Water and Wastewater

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2012) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A36/A36M (2012) Standard Specification for Carbon Structural Steel

ASTM C1107/C1107M (2011) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C150/C150M (2012) Standard Specification for Portland Cement

ASTM C387/C387M (2011b) Standard Specification for Packaged, Dry, Combined Materials for Mortar and Concrete

ASTM D1586 (2011) Penetration Test and Split-Barrel Sampling of Soils

ASTM D1785 (2012) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

ASTM D2216 (2010) Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

ASTM D2487 (2011) Soils for Engineering Purposes of the plan but under no circumstances will drilling or well construction activities be allowed to begin before approval of the Drilling and Installation Work Plan by the government. Provide the plan approved and signed by a geologist as specified in paragraph QUALIFICATIONS.

Incorporate the following requirements into the Contractor's Monitoring Well Installation Plan and follow in the field. Include in the plan, but do not limit to a discussion of the following:

a. Description of well drilling methods, and installation procedures, including any temporary casing used, placement of seal materials and drill cuttings and fluids disposal.

b. Description of well construction materials, including casing and riser pipe, centralizers tailpiece (if used), piezometer transducer, pump, drilling fluid additives (if used), drilling water, cement, grout, slurry polymers, and well protective measures.

c. Description of quality control procedures to be used for placement of casing and cement, including depth measurements.

d. Forms to be used for written boring logs, installation diagrams of wells, well development records, state well registration forms, and well abandonment records.

e. Description of contamination prevention and well materials and equipment decontamination procedures.

f. Description of protective cover surface completion procedures, including any special design criteria/features relating to frost heave prevention. Include the maximum frost penetration for the site in this description.

g. Description of well development methods to be used.

h. List of applicable publications, including state and local regulations and standards.

i. List of personnel assignments for this project, and personnel qualifications.

j. Description of well decommissioning/abandonment procedures.

k. Description of water source(s) to be used for drilling and washing of well construction materials.

l. Procedure for locating and protecting all aboveground and underground utilities.

m. Manufacturer data for proposed pump and transducers.

n. Locations of wells and schedule of installation.

1.2.2 Performance Requirements

Install each monitoring well to prevent aquifer contamination by the drilling operation and equipment, intra- and inter-aquifer contamination, and vertical seepage of surface water adjacent to the well into the

Approximate well locations are shown on plans. Final locations will be approved by COR.

PART 2 PRODUCTS

2.1 WELL CASING

Provide new monitoring well casing/riser minimum 6 inch nominal internal diameter, schedule 80 flush-joint threaded ASTM D1785 polyvinyl chloride (PVC) pipe, meeting the requirements of NSF/ANSI 14, with required fittings conforming to ASTM F480 flush thread male by female fittings. Do not use pop rivets or screws. Provide a cap that threads or slips onto the top of the well casing.

2.2 CENTRALIZERS

Centralizers shall be appropriately sized and spaced to prevent contact of the casing with the sidewalls of the borehole in order to make the casing centered and plumb in the hole. Centralizers shall be made of corrosion resistant materials.

2.3 CEMENT GROUT

Provide type 1 cement grout, with bentonite. Grout mixtureshall contain a maximum of 7 gallons of potable or approved water per 94 lb bag of portland cement, conforming to ASTM C150/C150M, Type I/II. Add no more than 5 percent by weight of bentonite powder to reduce shrinkage, hold the cement in suspension prior to the grout set. The slurry shall contain at least 20 percent solids by weight and have a density of 9.4 lb per gallon of water or greater. Cement grout mixture shall be designed to assure compatibility with well materials.

2.4 BENTONITE GROUT

High-solids bentonite grout shall be made from sodium bentonite powder and/or granules. Water from an approved source shall be mixed with these powders or granules to form a thick bentonite slurry. The slurry shall consist of a mixture of bentonite and the manufacturer's recommended volume of water to achieve an optimal seal. The slurry shall contain at least 20 percent solids by weight and have a density of 9.8 lb per gallon of water or greater, and may be treated with a polymer to permit pumping.

2.5 CONCRETE APRON

Construct a concrete apron around the protective cover at the ground surfaceas indicated in the contract plans. Furnish pre-packaged, dry, combined concrete materials for the well pads conforming to ASTM C387/C387M normal weight, normal strength concrete. Combine the dry materials with potable water and mix in an approved mixer or container until uniform in consistency and color. Limit water to the minimum amount possible.

2.6 PROTECTIVE COVERS

Equip monitoring wells with a steel lockable protective casing/enclosure set over the well casing, set in the concrete pad or surface seal. All steel utilized in cover fabrication shall conform with ASTM A36/A36M and be galvanized in accordance with ASTM A123/A123M. The protective cover shall be

A

TABLE 1

WELL ID GROUND EL. (CCD) CASING BOTTOM (CCD)

R A

N G

E F

O R L

E V

E L S

E N

S O

R

PUMP BOTTOM

N.T.S.

(SEE SECTION A-A)

ELECTRICAL LEAD FROM PUMP

3/4" SCH.40 PVC COMBINATION PROBE & VENT PIPE

LOOSE FIT VENT PIPE

10" DIA. MIN. BORE

TOP OF GROUND, EL.

( SEE TABLE 1 )

600V.,30A.,3-PRONG PLUG

BENT 1/4" BAR TO SUPPORT CABLE

3/4" MALE PIPE TO HOSE COUPLING & LOOSE FIT PVC DUST CAP

SEE COVER ASSEMBLY

1" CLEARANCE

SEE DETAIL "D"

/4

1/4" PL

SCALE: 1"=1"

/4

/4

(COVER REMOVED)

SLOTS 2

SEE SECTION A-A

1"

SEE PLAN VIEW

6" DIA. SCHEDULE 80 PVC

SUMP

2' MIN.

SH. NO. C-502

1 1/2" DIA. PVC WATER LEVEL

(SH. NO. C-502)

1/4" STL PL.

1 1/2"

/8

1 1/4"

R

E F

5 3/4" DIA. BORE

R

N G

E I S T

O C

C D

IN

S

T A

L L E

D A

T

C C

D

A L L W

E L L S

/4

1" DIA. PVC DISCHARGE PIPE (SCH.80)

SENSOR CASING (SCH.40 PVC PIPE)

FOR COLLAR DETAILS SEE SHEET C-502.

CONCRETE COLLAR SLOPED AWAY FROM WELL.

-285

-285

-368

-285

-285

-285

-285

29.3

23.4

22.3

17.2

28.3

19.7

21.4

G-07

G-06

G-05

G-04

G-03

G-02

G-01

-75

-75

-250

-250

-250

-75

-75

1" BALL VALVE

1" x 3/4" REDUCING BUSHING

FOR EACH WELL

OF CASING ELEVATIONS

SEE TABLE 1 FOR BOTTOM

(CONCRETE COLLAR NOT SHOWN)

ELECTRICAL CABLE SUPPORT

ELECTRICAL CABLE SUPPORT

DRILL 6-1/4" VENT HOLES WITHIN CASING AT 4" CC

REMOVABLE SHACKLE PADLOCK

LOW FLOW WELL PUMP

SECURITY CABLE

STAINLESS STEEL

IN FIELD)

(TO BE DETERMINED

TOP OF ROCK,

BOTTOM OF WELL

12" DIA. GALVANIZED STEEL, SCHEDULE 10 PIPE

25/32" DIA. MANDREL BORE

/2

/4

8 1/4"

7.5"

SCALE: 1/2" = 1"

/2

3" ± BENTONITE GROUT

3/4" WIDE X 1 1/4" LONG SLOTS

1/4" DIA. BAR

/4

3 1/2"

DRAIN HOLE (TYP.)

SLOPE 1/8" TOWARD

ELEVATION

PLAN VIEW

SECTION A-A

HOLES AT 90º

4- 1/2" DIA. DRAIN

SEAL

WELL CAP

WELL SEAL

SECURITY CABLE

CONCRETE

4,000 PSI

BOTTOM EL. (CCD)

12 3/4"

CEMENT GROUT

6" MIN.

/2

/2

M C

M W

F Y P

S

C -5

.d g n

O

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A T

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N N

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IG

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N

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2 3

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4 5

A

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M A

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D A

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F

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B E

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B M

IT

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D B

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P L

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C A

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P L

O T D

A T

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T R

A C

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IN

G N

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C O

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R A

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IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

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A T

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C R

IP

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A R

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C H

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D U

N D

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F L

O W P

L A

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C U

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C O

O K R

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G R

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N D

W A

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R M

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G W

E L L S

G R

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N D

W A

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M A

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SPECIFICATION SECTION 33 24 13.

ASSEMBLY, LOCKING MECHANISM AND RISER PIPE SHALL MEET OR EXCEED REQUIREMENTS IN

8. DETAILS AND DIMENSIONS SHOWN ON THIS SHEET ARE TYPICAL. GROUNDWATER WELL COVER

DEVICE SHALL BE INSTALLED WITHIN WATER LEVEL CASING PVC PIPE.

BE INSTALLED IN G-03 AT A DEPTH OF -20 CCD AND TO MANUFACTURER RECOMMENDATIONS.

7. BAROMETRIC COMPENSATION DEVICE REFERENCED IN SPECIFICATION SECTION 33 24 13 SHALL

WITH PIPES BOUND TOGETHER AT 20' INTERVALS MINIMUM.

6. DISCHARGE, SENSOR AND COMBINATION PROBE VENT PIPE COUPLINGS TO BE STAGGERED

5. ORIENTATION OF WELL HOUSING AND COVER TO BE AS DIRECTED BY THE COR.

GALVANIZED IN ACCORDANCE WITH ASTM-123 AFTER FABRICATION.

4. ALL STEEL UTILIZED IN COVER FABRICATION SHALL CONFORM WITH ASTM A-36 AND BE

3. ALL EXPOSED METAL EDGES TO BE GROUND SMOOTH, GALVANIZED AFTER GRINDING.

ENGINEERING; INCLUDED IN SECTION 00 31 32.13, APPENDIX A.

SYSTEM, GEOTECHNICAL BASELINE REPORT" SEPTEMBER 2011 BY BLACK & VEATCH

2. SUBSURFACE INFORMATION IS SUMMARIZED IN THE "CUP-MCCOOK RESERVOIR-MAIN TUNNEL

1. WORK THIS SHEET WITH SHEET C-502.

NOTES:

J U

N E

W P -1

-B -0

N

O T

E C

H A

N G

E

W912P6-14-B-0008 AMD 0002

Contractor Inquiries and Responses

1. Which is the correct design of the monitoring wells? In the Groundwater Monitoring and

Analysis Plan there is a discussion of 4” diameter PVC wells with screens, yet in the drawings, it is 6” diameter PVC with no screens. Section 33 24 13 matches the drawings.

Which is correct?

As discussed in Specification Section 01 35 45, The Groundwater Monitoring and Analysis Plan is included as a reference to the Chemical Data Quality Control spec.

Reference Paragraph 1.2.2 of the subject specification, which states “Attachment 01 35 45_Monitoring and Analysis Plan is provided only as a reference for sample collection procedures, analytical methods, reporting limits, holding times, and other information relevant to sample collection and the development of the sampling and analysis plan.”

Monitoring well design will be according to the drawings and section 33 24 13 of the specifications.

2. Will geophysical testing be required? When in the process will this take place? There is discussion in the “Monitoring Plan” of the geophysical testing to be used to determine screen intervals. However, as mentioned above, the drawings do not indicate screens.

Which is correct?

As discussed in Specification Section 01 35 45, The Groundwater Monitoring and Analysis Plan is included as a reference to the Chemical Data Quality Control spec, and is only a reference in determining well sampling procedures and chemical analytical parameters. The monitoring well design consists of an open borehole for the sampled interval, and “screens” are not part of the design. The logging requirements are given in Paragraph 3.7.1 of Specification Section 33 24 13.

Additional physical testing requirements are given in paragraph 3.3.9 of Specification Section 33 24 13.

3. Can the subcontractor to a Prime contractor provide the Bid Guarantee for the project?

Some environmental contactors cannot get access to bid guarantees due to the nature of their business.

No, the subcontractor cannot provide the bid guarantee for the project.

4. Have well location G-07 and G-03 been relocated due to the closeness of the overhead utilities and reduced space to access the location for the drilling rig?

Specification Section 33 23 13, Paragraph 1.6.1: “Approximate well locations are shown on plans; final locations will be approved by the COR.” Minor adjustments to the well location shown on the plans may be allowed, pending approval by the COR. The location of Wells G-03 and G-07 is constrained by several factors, including but not limited to the proximity to grout curtain centerline (75-100 ft), maintaining the existing monitoring zone, and avoiding future construction conflicts. Minor adjustments in the well location shown on the plans will be evaluated in the Contractor’s Drilling and Installation Work Plan (Specification Section 33 24 13, Paragraph 1.2.1.n).

5. There is a concern that heat generated from curing cement grout could damage PVC casing and cause it to melt. Will the project consider changing the material from PVC to steel well casing?

This amendment to the solicitation changes the grout type from cement-grout to bentonite-grout.

6. Will payment for monitoring wells be made as one unit when full project is completed or can wells be invoiced as completed?

Reference Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS paragraph (b) PROGRESS PAYMENTS "The Government shall make progress payments monthly as the work proceeds, or at more frequent intervals as determined by the Contracting Officer, on estimates of work accomplished which meets the standards of quality established under the contract, as approved by the Contracting Officer."

7. Can safety document EM385-1-1 be provided?

The EM-385-1-1 is located at the following links:

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequire mentsManual.aspx http://www.publications.usace.army.mil/USACEPublications/EngineerManuals/tabi d/16439/u43544q/454D203338352D312D31/Default.aspx

8. Density logging (gamma-gamma) or neutron logging because they both require a radiation source in the logging tool, which requires an NRC license. Will this be required for the borehole logging, if so this will significantly increase the cost to the government and most NRC licensed professionals are engaged in oil and gas exploration and difficult to schedule. The other methods you mention, I believe based on past experiences, would suffice for the data you require.

Gamma logging is not required in this contract. Please reference specification section 33 24 13 GROUNDWATER MONITORING WELLS, Part 3 EXECUTION, for necessary boring investigations.

9. The second paragraph Section 4.2 of the Groundwater Monitoring and Analysis Plan lists the types of geophysical logs that are required. It includes “temperature deviation.” Is this correct, or is a temperature log and a deviation log requested (two separate logs)?

10. Reference Specification Section 01 35 45, The Groundwater Monitoring and

Analysis Plan, Paragraph 1.2.2 of the subject specification, which states “Attachment 01 35 45_Monitoring and Analysis Plan is provided only as a reference for sample collection procedures, analytical methods, reporting limits, holding times, and other information relevant to sample collection and the development of the sampling and analysis plan." Reference Specification Section 33 24 13 GROUNDWATER MONITORING WELLS paragraphs IN-SITU PERMEABILITY DETERMINATION and BOREHOLE LOGS for physical logging required as part of this contract.

11. Can the bonding requirement be met by each team member meeting the bonding requirement of their proposed portion of the work?

No. The Bidder (Business Entity/JV) is required to bond at 100% of its bid price in accordance with Clauses 52.228-1 and 52.228-15.

General Decision Number: IL140009 07/18/2014 IL9

Superseded General Decision Number: IL20130009

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).

Modification Number Publication Date 0 01/03/2014 1 01/24/2014 2 02/07/2014 3 06/06/2014 4 06/13/2014 5 06/20/2014 6 07/04/2014 7 07/11/2014 8 07/18/2014

* ASBE0017-001 06/01/2014

Rates Fringes

ASBESTOS WORKER/INSULATOR

Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems..........$ 48.45 24.35 Fire Stop Technician.............$ 37.56 22.65

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..........$ 36.34 23.15

BOIL0001-001 01/01/2014

Rates Fringes

BOILERMAKER......................$ 42.13 25.45

BRIL0021-001 06/01/2011

Rates Fringes

BRICKLAYER.......................$ 39.78 20.80

BRIL0021-004 06/01/2010

Rates Fringes

Marble Mason.....................$ 39.03 19.90

BRIL0021-006 06/01/2012

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 39.37 20.51

TILE FINISHER....................$ 33.60 15.22

TILE SETTER......................$ 40.49 16.93

BRIL0021-009 06/01/2009

Rates Fringes

MARBLE FINISHER..................$ 29.10 19.90

BRIL0021-012 06/01/2009

Rates Fringes

Pointer, cleaner and caulker.....$ 39.20 18.51

* CARP0555-001 06/01/2014

Rates Fringes

CARPENTER

Carpenter, Lather, Millwright, Piledriver, and Soft Floor Layer........$ 43.35 27.67

CARP0555-002 10/01/2012

Rates Fringes

CARPENTER (Excluding structures with elevators and structures over 3 1/2 stories)...$ 32.12 25.47

ELEC0009-003 06/03/2013

Rates Fringes

Line Construction Groundman...................$ 34.98 20.80 Lineman and Equipment Operator....................$ 44.85 26.67

ELEC0134-001 06/04/2012

ELECTRICIAN......................$ 42.00 26.75

ELEC0134-002 04/01/1998

Rates Fringes

ELECTRICIAN

CLASS "B"...................$ 20.71 2.975+a+b

CLASS B SCOPE OF WORK:

Install magnetic or electronic replacement ballasts either singly or in groups including necessary wiring within fixture; Install replacement lamp holders and/or sockets including necessary wiring within fixture including relocating sockets within fixture; Install replacement lighting circuit breakers where necessary; Install replacement lighting switches where necessary; Repair lighting fixtures other than ballast or socket replacements; Rewire chandeliers or incandescent fixtures only within fixtures themselves.

FOOTNOTES:

a-Paid Vacation- Employees who have been employed for one year but less than three years receive 1 week of paid vacation; employees who have been employed three years but less than ten years receive 2 weeks of paid vacation;

Employees who have been employed ten years but less than twenty years receive 3 weeks of paid vacation; and employees who have worked twenty or more years receive 4 weeks of paid vacation.

b-Funeral Leave-In the instance of the death of a mother, other-in-law-; father, father-in-law, sister, brother, husband, wife, or a child of an employee shall receive up to three days of paid funeral leave.

ELEC0134-003 06/04/2012

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 37.50 20.25

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.

ELEV0002-003 01/01/2014

Rates Fringes

ELEVATOR MECHANIC................$ 49.90 26.785+a+b

FOOTNOTES:

A. Eight paid holidays: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Day after Thanksgiving; Veterans' Day and Christmas Day.

B. Employer contributes 8% of regular basic hourly rate as vacation pay credit for employees with more than 5 years of service; and 6% for 6 months to 5 years of service.

* ENGI0150-006 06/01/2013

Building and Residential Construction

Rates Fringes

OPERATOR: Power Equipment

GROUP 1....................$ 46.10 30.80

GROUP 2....................$ 44.80 30.80

GROUP 3....................$ 42.25 30.80

GROUP 4....................$ 40.50 30.80

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 06/01/2014

Heavy and Highway Construction

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OPERATOR: Power Equipment

GROUP 1.....................$ 45.30 32.05

GROUP 2.....................$ 44.75 32.05

GROUP 3.....................$ 42.70 32.05

GROUP 4.....................$ 41.30 32.05

GROUP 5.....................$ 40.10 32.05

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 06/01/2013

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IRONWORKER

Sheeter.....................$ 42.32 33.74 Structural and Reinforcing..$ 42.07 33.74

IRON0063-001 06/01/2013

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IRONWORKER, ORNAMENTAL...........$ 42.90 30.11

IRON0063-002 06/01/2014

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IRONWORKER

Fence Erector...............$ 35.84 24.82

IRON0136-001 07/01/2012

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IRONWORKER

Machinery Movers; Riggers;

Macinery Erectors...........$ 35.87 28.67 Master Riggers..............$ 38.37 28.67

LABO0002-006 06/01/2014

LABORER (BUILDING &

RESIDENTIAL)

GROUP 1....................$ 38.00 24.40

GROUP 2....................$ 38.00 24.40

GROUP 3....................$ 28.075 24.40

GROUP 4....................$ 38.10 24.40

GROUP 5....................$ 38.15 24.40

GROUP 6....................$ 38.20 24.40

GROUP 7....................$ 38.22 24.40

GROUP 8....................$ 38.32 24.40

GROUP 9....................$ 38.35 24.40

GROUP 10....................$ 38.45 24.40

GROUP 11....................$ 38.27 24.40

GROUP 12....................$ 39.00 24.40

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 06/01/2014

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LABORER (HEAVY & HIGHWAY)

GROUP 1.....................$ 38.00 24.40

GROUP 2.....................$ 38.27 24.40

GROUP 3.....................$ 38.15 24.40

GROUP 4.....................$ 38.27 24.40

GROUP 5.....................$ 39.00 24.40

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: Ashpalt 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 06/01/2014

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LABORER (Compressed Air)

0 - 15 POUNDS...............$ 39.00 24.40

16 - 20 POUNDS..............$ 40.50 24.40

21 - 26 POUNDS..............$ 41.00 24.40

27 - 33 POUNDS..............$ 42.00 24.40

34 - AND OVER...............$ 43.00 24.40

LABORER (Tunnel and Sewer)

GROUP 1.....................$ 38.00 24.40

GROUP 2.....................$ 38.12 24.40

GROUP 3.....................$ 38.22 24.40

GROUP 4.....................$ 38.35 24.40

GROUP 5.....................$ 39.00 24.40

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 06/01/2011

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LABORER (DEMOLITION/WRECKING)

GROUP 1.....................$ 30.00 21.45

GROUP 2.....................$ 35.20 21.45

GROUP 3.....................$ 35.20 21.45

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 06/01/2013

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PAINTER (including taper)........$ 40.75 22.64

PAIN0027-001 06/01/2014

GLAZIER..........................$ 40.50 30.82

PLAS0005-002 07/01/2012

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PLASTERER........................$ 40.25 22.34

PLAS0502-001 06/01/2014

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CEMENT MASON/CONCRETE FINISHER...$ 43.10 26.39

PLUM0130-001 06/03/2013

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PLUMBER..........................$ 46.05 23.47

PLUM0597-002 06/01/2014

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PIPEFITTER.......................$ 46.00 26.84

ROOF0011-001 05/31/2014

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ROOFER...........................$ 39.70 18.87

SFIL0281-001 06/01/2013

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SPRINKLER FITTER.................$ 47.15 20.15

SHEE0073-001 06/01/2011

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Sheet Metal Worker...............$ 40.56 27.23

SHEE0073-002 06/01/2011

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Sheet Metal Worker

ALUMINUM GUTTER WORK........$ 27.63 27.23

TEAM0731-001 06/01/2011

COOK COUNTY - HEAVY AND HIGHWAY

TRUCK DRIVER

2 or 3 Axles................$ 33.85 16.85 4 Axles.....................$ 34.10 16.85 5 Axles.....................$ 34.30 16.85 6 Axles.....................$ 34.50 16.85

FOOTNOTES:

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

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

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

TEAM0731-002 03/01/2012

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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.......$ 28.25 9.08

TEAM0786-001 06/01/2008

COOK COUNTY - BUILDING AND RESIDENTIAL

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TRUCK DRIVER

2 & 3 Axles.................$ 31.33 .10+a 4 Axles.....................$ 31.58 .10+a 5 Axles.....................$ 31.78 .10+a 6 Axles.....................$ 31.98 .10+a

FOOTNOTES:

a. $463.00 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.

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 union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows 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.

The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates.

0000/9999: weighted union wage rates will be published annually each January.

Non-Union Identifiers

Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

Survey wage rates will remain in effect and will not change until a new survey is conducted.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

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

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

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

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

Washington, DC 20210

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

END OF GENERAL DECISION