W912P6-14-B-0015-0001.pdf

W81G6642038070

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-0015, "Olympia Fields Sanitary Sew er Lateral Lining"

CONTINUED ON NEXT PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 26-Aug-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-0015

X 9B. DATED (SEE ITEM 11)

31-Jul-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 X is extended, is not extended.

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

26-Aug-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-0015

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. AMENDED PROJECT SPECIFICATION SECTIONS:

i. Section 33 01 99 – SLIP LINING OF EXISTING PIPE

a. Paragraph 1.2 REFERENCES – Added ASTM F2561 to list of standards.

b. Paragraph 1.7 INSPECTIONS – Revised the testing requirement for service laterals to be lined.

B. CONTRACTOR INQUIRES: USACE’s responses to Contractor’s inquiries are listed below.

C. The Bid Opening date has been changed from 3 September 2014 to 5 September 2014. The Bid Opening time remains unchanged at 2:00PM CST.

D. Wage Rate Determination IL140009 dated 07/18/2014 is hereby replaced with the most recently updated version, dated 08/01/2014.

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

(End of Summary of Changes)

W912P6-14-B-0015

W912P6-14-B-0015 AMD 0001

Contractor Inquires and Responses

1. Where will they be terminating the liner?

Plan sheet C-501 detail titled: “CLEANOUT INSTALLATION DETAIL & LATERAL LINER TERMINATION”, states “Termination of the lining to be +/- 18” or covering the last pipe joint stream of the cleanout”

2. Will O-rings be required?

No, the specifications do not require O-rings.

OLYMPIA FIELDS SANITARY SEWER LATERAL LINING W912P6-14-B-0015

SECTION TABLE OF CONTENTS

DIVISION 33 - UTILITIES

SECTION 33 01 99

SLIP LINING OF EXISTING PIPING

PART 1 GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SYSTEM DESCRIPTION

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 CONTRACTOR QUALIFICATIONS

1.7 INSPECTION

1.8 PRE-INSPECTION

PART 2 PRODUCTS

2.1 GENERAL

2.2 LATERAL LINER

2.2.1 Resin

2.2.2 Cleanouts

PART 3 EXECUTION

3.1 PREPARATIONS

3.1.1 Pre-Lining Cleaning

3.2 Pipe Line Obstructions

3.3 Installation

3.3.1 CIPP TERMINATION

3.3.2 Installation of Cleanout

3.3.3 Point Repairs

3.3.4 Work Hours

3.3.5 Potable Water Use

3.3.6 Discharge of Hydro-excavation Water

3.3.7 CLEANUP

-- End of Section Table of Contents --

SECTION 33 01 99 Page 1

AMD-0001

SECTION 33 01 99

SLIP LINING OF EXISTING PIPING

PART 1 GENERAL

1.1 DESCRIPTION

The work of this section include providing for the rehabilitation of sewer lateral pipelines and conduits by the installation of a resin-impregnated fabric fiber glass tube, which is formed to the original pipeline. The product will be heat cured resin impregnated fabric fiber glass tube. The product is commonly called CIPP. Cleanouts and point repairs will be installed as required by the Plans and Specifications.

1.2 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.

ASTM INTERNATIONAL (ASTM)

ASTM D638 (2010) Standard Test Method for Tensile Properties of Plastics

ASTM D790 (2010) Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials

ASTM F1216 (2009) Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube

ASTM F1743 (2008) Standard Practice for Rehabilitation of Existing Pipeline and Conduits by Pulled-In-Place Installation of Cured-In-Place Thermosetting Resin Pipe

(CIPP)

ASTM F2561 (2006) Standard Practice for Rehabilitation of Sewer Service Laterals and its Connections to the Main Using a One Piece Main and Lateral Cured in Place Lateral

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 33 01 99 Page 2

SD-01 Preconstruction Submittals

Contractor Qualifications; G, CS Construction progress schedule; G, CS Contractor's Sample Warranty; G, CS Contractor's Certification of Product Approval; G, CS

SD-03 Product Data

Manufacturer's detailed Product Data; G, CS

Complete information on liner materials, physical properties, dimensions, maximum recommended external grout pressure, and minimum bending radius or maximum joint angular deflection.

Include a manufacturer's certificate of compliance with specifications for proposed materials.

1.4 SYSTEM DESCRIPTION

This section consists of the requirements and work needed to rehabilitate existing pipes by furnishing and installing cured-in-place pipe liners. Use CIPP as described in the specifications of the lengths shown on the plans, and include all connections, joints, and other appurtenances are required to complete the work.

Specified in this section are requirements of CIPP Lining of the existing laterals pipelines, including but is not limited to the following:

a. Flow diversion and temporary works

b. Traffic management

c. Pipe lining fabrication, storage and placement

d. Testing

e. TV inspection of sewer pipelines

f. Installation of cleanouts if needed

g. Sewer point repairs if needed

1.5 DELIVERY, STORAGE, AND HANDLING

All equipment delivered and placed in storage must be stored with protection from the weather, excessive humidity and excessive temperature variation; and dirt, dust, or other contaminants.

1.6 CONTRACTOR QUALIFICATIONS

Must have had at least five years active experience in the commercial installation of the product bid and has successfully installed at least 20,000 feet of the product bid in wastewater collection systems. Acceptable documentation of these requirements must be submitted to the Owner.

1.7 INSPECTION

CIPP samples will be prepared and physical properties tested in accordance with ASTM F2561, ASTM F1216 or ASTM F1743, Section 8, using eitherthe method s proposed. The flexural properties must meet or exceed the values listed in Table 1 of the applicable ASTM standard. Wall thickness of samples will be determined as described in paragraph 8.1.6 of ASTM F1743. The minimum wall thickness at any point not be less than 87.5% of the design thickness. Visual inspection of the CIPP be in accordance with ASTM F1743, Section 8.6The contractor will be required to air test 20 percent (20%) of

SECTION 33 01 99 Page 3 the sewer service laterals that are to be lined. The Village will choose the locations of the air test. The contractor will be required to repair the service line if the service lines fails the air test. The original air test and re-test of the service lines that have failed will not be counted as part of the contractual requirement of 20%.

1.8 PRE-INSPECTION

The interior of the lateral sewer must be carefully inspected to determine the location and extent of any structural failures. The location of any conditions that may prevent proper installation of lining materials into the pipeline must be immediately reported to the COR and the representative of Olympia Fields, with follow-up documentation provided within 24 hours so that these conditions can be corrected or properly addressed. The Contractor for later reference by the Owner and Engineer must produce a videotape/DVD showing pre and post lateral lining with a written log detailing the lateral lining length, depth and corresponding address. The Contractor must provide the Engineer with three (3) copies and the Army Corps one (1) copy of the written log and videotape/DVD.

It is the Contractor's responsibility to clear the line of all obstructions such as solids, corrosion on inner pipe walls, dropped joints, protruding branch connections or broken pipe that will prevent the insertion of the liner. If inspection reveals an obstruction that cannot be removed by conventional cleaning or internal cutting equipment, or that it would be inadvisable to rehabilitate the service lateral by CIPP, then the Contractor must inform the Government in writing with copies to the Owner and Engineer in writing as to the reasons for point repairs by excavation, recommended abandonment of lining, or other circumstances.

PART 2 PRODUCTS

2.1 GENERAL

The resins, fabric tube, tube coatings, or other materials, such as a calibration hose when combined as a composite structure, produce CIPP that meets the requirements of ASTM F1216, ASTM F1743, and this specification.

2.2 LATERAL LINER

The tube must consist of one or more layers of absorbent fabric capable of carrying resin, and capable of withstanding installation pressures and curing temperatures. The tube material must be able to stretch to fit irregular pipe sections and negotiate bends up to 90o. The outside layer must be plastic coated with a material compatible with the resin system used.

The liner must conform to the minimum structural standards as listed below:

CURED-IN-PLACE PIPE LINER STANDARD RESULTS

Tensile Stress ASTM D638 3,000 psi Flexural Stress ASTM D790 4,500 psi Modulus of Elasticity ASTM D790 250,000 psi

Fabricate liner to a size that when installed will neatly fit the internal circumference of the service lateral. Verify the lengths and internal pipe diameters in the field before installation. The minimum length must be that necessary to effectively span the distance from the connection at the sewer main to the property line, unless otherwise specified.

SECTION 33 01 99 Page 4

2.2.1 Resin

The resin must be a thermoset resin system that is compatible with the cured-in-place pipe installation. The resin must be able to cure in the presence of water and the initiation temperature for curing must be less than 180oF. The bond between all CIPP layers must be strong and uniform, with no part of the tube left unsaturated by resin. The finished liner in place must be fabricated from materials which when cured will be chemically resistant to withstand internal exposure to domestic sewage.

The length of the product will be based on the plans and field measurements, taken in the field by the Contractor. Product will be suitable for use with raw untreated wastewater, including being resistant to sewage having a pH range of 5 to 11 and temperatures up to 150 degrees F.

Minimum service life of 50 years.

2.2.2 Cleanouts

For lateral lining systems which require a cleanout, and where existing cleanouts are not available, the Contractor must excavate and construct a cleanout through which the lateral pipeliner can be positioned. The cleanouts will be PVC and installed from the sewer service line to the existing grade. The cleanout be capped with a screw on cap. The clean out locations will be laid out by the Village while the contractor is locating the cleanouts. The location f the proposed cleanouts are shown on the plans.

PART 3 EXECUTION

3.1 PREPARATIONS

Complete the following preparations, unless approved otherwise by the Contracting Officer. The Contracting Officer makes no guarantee regarding the information, data, and physical condition of underground facilities or existing pipe lines. Before commencing with any work, or ordering any materials, physically measure and perform CCTV inspection of the existing pipe line to verify that the rehabilitation specified herein is appropriate.

3.1.1 Pre-Lining Cleaning

It is the Contractor's responsibility to wash, clean, and video the existing pipe before lining. Plan work after review of the CCTV inspection video and CCTV reports. Field copies of the pre-installation video records be provided to the Owner within 48 hours of completion of each days work.

Owner will review the video records within 7 business days of receipt and will give approval to proceed with installation. No CIPP be installed until written approval has been received from the Owner and the Contractor has submitted documentation of that approval notice to the Contracting Officer's Representative.

3.2 Pipe Line Obstructions

If a pre-installation inspection reveals an obstruction (such as heavy solids, dropped joints, or collapsed pipe, in the existing pipe that cannot be removed by pipe cleaning equipment, Contractor is to notify the Village of Olympia Fields to perform a point repair prior to lining operations as approved by the Contracting Officer. Contractor is to notify the

SECTION 33 01 99 Page 5

Contracting Officer of the affect the point repair has on the construction schedule.

3.3 Installation

Adhere to the following installation procedures using ASTM F1216 unless otherwise specified by the Contracting Officer.

a. The Contractor make every effort to maximize service usage throughout the duration of the project. The time each service is out of service be minimized; but the maximum amount of time a customer is out of service be 8 hours. A public notification program be implemented, and as a minimum, require the Contractor to be responsible for determining each home or business connected to the sanitary sewer, contacting them, and informing them of the work to be conducted, when the sewer will be off-line, and when the sewer is put back on-line. The Contractor must also provide the following:

1. Written notice to be delivered to each home or business the day prior to the beginning of work being conducted on the section, and a local telephone number of the Contractor they can call to discuss the project or any problems which could arise.

2. Personal contact with any home or business which cannot be reconnected within the time stated in the aforementioned written notice.

b. Remove all internal debris out of the sewer line that will interfere with the installation of CIPP, such as solids, mineral deposits, and roots. All lines will be cleaned using high pressure jetting equipment.

Obstructions not removed using the high pressure jetting equipment be identified and the Contracting Officer and Owner be notified of all obstructions within 48 hours and before any CIPP lining work is to commence on that pipe segment.

c. If pre-installation inspection reveals an obstruction such as a protruding service connection, dropped joint, or a collapse that will prevent the installation of CIPP that was not evident on the pre-bid video and it cannot be remedied by conventional sewer cleaning, notify the Contracting Officer and Owner of such lines. The Owner may elect to authorize a point repair with the Contractor or use other means to repair the obstruction, including deleting the work from the project.

The Owner may elect to award a point repair to repair the sewer line

d. CIPP installation be in accordance with ASTM F1216, Section 7, or ASTM F1743, Section 6 or ASTM F2019-03 for Ultra Violet cured pipe.

e. All CIPP be installed in accordance with the manufacturer's recommendations.

f. Upon completion of the lining, expedite the reconnection of services to minimize any inconvenience to the customers. The Contractor is responsible for any existing pipe flow control or backups during the lining operations.

g. Obtain water from fire hydrants approved by the Village of Olympia Fields. Hydrant permits will be required from the Village.

h. After all work is completed, provide the Contracting Officer with video tape documentation showing both pre- and post-installation conditions including the restored connections per Section 33 01 30.16

SECTION 33 01 99 Page 6

Television Inspection of Sewers. Correct all defects discovered during the post-installation CIPP liner television inspection, at no cost to the Government, before the work under the Contract will be considered for substantial completion.

3.3.1 CIPP TERMINATION

CIPP terminations be done in a smooth and uniform manner without jagged edges, irregular shapes or protruding material. CIPP be sealed to the pipe using a flexible sealant suitable for sealing all edges of the CIPP and concrete, PVC or clay tile. The invert of the CIPP have a smooth transition from the invert of the manhole to edge of the CIPP.

3.3.2 Installation of Cleanout

The cleanout installation must be made at a point just outside the property line within the right of way, or as determined by the Engineer, and constructed such that the finished lid is flush with the existing ground elevation.

3.3.3 Point Repairs

Work must consist of the removal and replacement of the existing sanitary sewer lateral sections to the line and grade as directed by the Government.

Connections with existing pipes must be made by means of mission couplings.

Existing service connections within the limits of the repair must be replaced with a new pipe section.

All replacement sanitary sewers located in areas where proper horizontal and vertical separation from existing water main is achieved must be semi-rigid PVC SDR 26 conforming to ASTM D3034 with elastomeric gasketed joints meeting the requirements of ASTM D3212. The repair length must be 8' long.

The Contractor must provide and operate all necessary trench dewatering equipment, sheeting and trench boxes to sufficiently keep the trench dry and safe during all sewer replacement operations.

Following excavation and verification of the damaged pipe location and size, the existing sewer must be removed. Then, the trench bottom must be reshaped so that the replacement pipe must be at line and grade otherwise installed at a minimum slope, or as directed by the Engineer. The existing material at the bottom of the trench must be removed and replaced with Grade CA-7 course aggregate. Material added to the trench bottom as a pipe bedding must be tamped to the Engineer's satisfaction. All sewers, must have a Grade CA-7 stone bedding of a minimum thickness of six inches (6").

The Contractor must ensure that the bedding is properly placed under the pipe haunches and is in full contact with the new pipe.

The bell and spigot areas of PVC pipe joints must be thoroughly cleaned, making certain that the gasket is properly seated.

The existing exposed sewer must be cut at the ends within the limits of removal as directed by the Engineer. The replacement pipe must also be cut using the above equipment, as required for abutting plain square ends at the points of connection. The length of the replacement pipe after cutting must be one-half inch to one inch (1/2" to 1") less than the length of the removed pipe. Temporary blocking should be provided as required. The band coupling must be centered over each joint and clamp bolts and shear ring

SECTION 33 01 99 Page 7 must be tightened using a hex bolt wrench or socket device. The Contractor must follow the method or guidelines for installation of the Band Coupling specified by the manufacturer during installation.

After installation of the replacement pipe, the trench must be properly backfilled except that the height of Grade CA-7 stone backfill must be placed up to grade, uniformly placed in two (2) six-inch (6") lifts, above PVC Pipe.

At all locations where a sewer pipe replacement is required, the flow of sewage must be maintained at all times possible during the construction.

Testing and Inspection of Sewers: In all cases where a point repair is made, the full length of sewer lateral main, must be inspected by means of closed circuit television inspection after the repair has been finished.

Any replaced sections, which do not pass the inspection(s), must be repaired at the Contractor's expense.

3.3.4 Work Hours

The Contractor may work between the hours of 7:00 a.m. and 7:00 p.m. each workday besides Sunday. Sunday work hours will be 10:00 a.m. to 6:00 p.m.. No work will be permitted on holidays, without prior written permission of the Owner

3.3.5 Potable Water Use

The Contractor desiring to use water from the Village of Olympia Fields will be required to take the water from two fire hydrants within the Village. The first location is at; Village Public Works, located at 207 Governors Highway, Olympia Fields, IL and the second location is a the East Water Tower located on Nottingham Court near the intersection of Indian Street and Route 30 (Lincoln Highway). The contractor will not be allowed to take water from the fire hydrants within the Graymoor subdivision. The contractor will not to be charged for the water. All other ordinances of the municipality, as well as with the rules and regulations of the Water Department, and will be held responsible for all damages to hydrants and water pipe used for the purposes of securing water. Pipe wrenches approved by the Water Department shall be utilized for opening and closing hydrants and other appurtenances.

When additional water from fire hydrants is necessary to avoid delay in normal work procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant.

The Contractor shall use an approved water meter to record usage, and shall report the total water used to the Water Department at the end of each working day. The contractor will be required to use a Village hydrant meter and will be required to pay a $1,500 deposit of the meter. The deposit will be returned if the meter is returned undamaged.

3.3.6 Discharge of Hydro-excavation Water

The Contractor is allowed to discharge decanted hydro-excavated water that is used for the installation of cleanouts into a sanitary sewer manhole located at approximately 206th Street and Kedzie Avenue. The contractor will be required to discharge the decanted water in a slow and controlled manner as to not overburden the sanitary sewer. Large suspended solids

SECTION 33 01 99 Page 8 such as sand, grit and pebbles will not be allowed to discharge into the sewer. Discharge of the decanted water will not be allowed when it is raining or just after a rain event when the sewers are overburdened

3.3.7 CLEANUP

Upon acceptance of the installation work and testing, the Contractor restore the project area affected by the operations to a condition at least equal to that existing prior to work.

-- End of Section --

SECTION 33 01 99 Page 9

General Decision Number: IL140009 08/01/2014 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 9 08/01/2014

* 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.............$ 38.76 23.15

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 06/01/2014

Building and Residential Construction

Rates Fringes

OPERATOR: Power Equipment

GROUP 1....................$ 47.10 32.05

GROUP 2....................$ 45.80 32.05

GROUP 3....................$ 43.25 32.05

GROUP 4....................$ 41.50 32.05

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

IL140009_20140801