Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

AMERICAN RECOVERY AND REINVESTMENT ACT (ARRA)

FY10 Contract for Southfield Drain No. 2, Drain Rehabilitation Project Cured in Place Pipe Lining (CIPP) System

This Amendment is being issued to change the specifications and to update the Wage Determination. No other changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 32

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

16C. DATE SIGNED

BY 17-Aug-2010

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 W911XK-10-B-0007

X 9B. DATED (SEE ITEM 11)

30-Jul-2010

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

17-Aug-2010

CODE

CONTRACTING DIVISION

DETROIT DISTRICT, USAED

477 MICHIGAN AVENUE, RM 700

DETROIT MI 48226

W911XK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911XK-10-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMET 00001

SECTION 00800 - Special Contract Requirements

Delete: WAGE DETERMINATION Dated 07/02/2010

Add: WAGE DETERMINATION Dated 08/13/2010 (See Attachment at End of Amendment)

DIVISION 01- GENERAL REQUIREMENTS

SECTION 01 10 10 REAL ESTATE

Delete: 1.3.1 Location and Verification

Paragraph 2 “Access routes to shoal removal, outfall repair and slope repair areas are shown on the plan sheets. Additional temporary ingress and egress for construction purposes have been obtained from Maple Lane and from 14 Mile Road in the vacinity of Shoal Area 20 along the Red Run Drain. These ingress and egress routes are available upon request from the”

SECTION 01 22 00.00 10 MEASUREMENT AND PAYMENT

Delete: 1.2.2.1 Measure and Payment

Sentence, “Payment for each sewer spot repair shall include all sawcutting, pavement removal, excavation, temporary sheeting, backfill, compaction, 10: pipe vitrified clay pipe for up to 12' of repair, flexible connectors, concrete collars, pavement restoration matching the existing pavement materials and cross section, any and all surface restoration required to repair any damage done to both public and private property, labor, materials, and equipment necessary to do the work.”

Add: 1.2.2.1 Measurement and Payment

Sentence, “Payment for each sewer spot repair shall include all sawcutting, pavement removal, excavation, temporary sheeting, backfill, compaction, 10” and 15” pipe vitrified clay pipe for up to 12' of repair, flexible connectors, concrete collars, pavement restoration matching the existing pavement materials and cross section, any and all surface restoration required to repair any damage done to both public and private property, labor, materials, and equipment necessary to do the work.”

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FEXIBLE

PAVING

Delete: 1.1 UNIT PRICES

1.1.1 Measurement

1.1.1.1 Area

Measure the quantity of subbase or rigid pavement base course completed and accepted, as determined by the Contracting Officer, in square yards.

1.1.2 Payment

1.1.2.1 Course Material

Quantities of subbase or rigid pavement base course, determined as specified in paragraph Measurement, will be paid for at the respective contract unit prices, which will constitute full compensation for the construction and completion of the subbase or rigid pavement base course.

1.1.2.2 Stabilization

Cohesionless subgrades or select subbase courses to be stabilized, as specified in paragraph PREPARATION OF UNDERLYING MATERIAL, will be paid as a special item on the tonnage basis including extra manipulation as required.

1.1.2 Waybills and Delivery Tickets

Submit copies of waybills and delivery tickets during the progress of the work.

Add: PART 1 GENERAL

1.1 Unused

SECTION 32 11 23 AGGREGATE AND /OR GRADED-CRUSHED AGGREGATE BASE

COURSE

Delete: 1.1 UNIT PRICES

1.1.1 Measurement

1.1.1.1 Area

Measure the quantity of ABC completed and accepted, as determined by the Contracting Officer, in square yards.

1.1.1.2 Volume

Measure the quantity of ABC completed and accepted, as determined by the Contracting Officer, in cubic yard. The volume of material in-place and accepted will be determined by the average job thickness obtained in accordance with paragraph THICKNESS CONTROL and the dimensions shown.

1.1.1.3 Weight

The tonnage of ABC material will be the number of tons of aggregate, placed and accepted in the completed course, as determined by the Contracting Officer. Deductions shall be made for any material wasted, unused, rejected, or used for convenience of the Contractor, and for water exceeding specified amount at time of weighing.

1.1.2 Payment for Quantities

Quantities of ABC , determined as specified above, will be paid for at the respective contract unit prices, which shall constitute full compensation for the construction and completion of the ABC .

1.1.3 Payment for Stabilization of Underlying Course

Stabilization of cohesionless subgrade or subbase courses, as specified in paragraph PREPARATION OF UNDERLYING COURSE, will be paid for as a special item on a tonnage basis. This tonnage price will include the price of extra manipulation as required.

1.1.4 Waybills and Delivery Tickets

Before the final statement is allowed, file certified waybills and certified delivery tickets for all aggregates actually used, as specified in the Submittals paragraph.

Add: PART 1 GENERAL

1.1 Unused

SECT 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

Delete: 1.1 UNIT PRICES

1.1.1 Method of Measurement

The amount paid for will be the number of short tons of hot-mix asphalt mixture used in the accepted work. Weigh hot-mix asphalt mixture after mixing, and no separate payment will be made for weight of asphalt cement material incorporated herein.

1.1.2 Basis of Payment

Quantities of hot-mix asphalt mixtures, determined as specified above, will be paid for at respective contract unit prices or at reduced prices adjusted in accordance with paragraphs MATERIAL ACCEPTANCE and PERCENT PAYMENT. Payment will constitute full compensation for furnishing all materials, equipment, plant, and tools; and for all labor and other incidentals necessary to complete work required by this section of the specification.

1.1.3 Percent Payment

When a lot of material fails to meet the specification requirements for 100 percent pay as outlined in the following paragraphs, that lot shall be removed and replaced, or accepted at a reduced price which will be computed by multiplying the unit price by the lot's pay factor. The lot pay factor is determined by taking the lowest computed pay factor based on either laboratory air voids, in-place density, grade or smoothness (each discussed below). At the end of the project, an average of all lot pay factors will be calculated. If this average lot pay factor equals or exceeds 95.0 percent, and no individual lot has a pay factor less than 75.1 percent, then the percent payment for the entire project will be 100 percent of the unit bid price. If the average lot pay factor is less than 95.0 percent, then each lot will be paid for at the unit price multiplied by the lot's pay factor. For any lots which are less than 2000 short tons, a weighted lot pay factor will be used to calculate the average lot pay factor.

1.1.4 Laboratory Air Voids and Theoretical Maximum Density

Laboratory air voids will be calculated by determining the Marshall or Superpave density of each lab compacted specimen using the laboratory-prepared, thoroughly dry method of ASTM D 2726 and determining the theoretical maximum density of every other sublot sample using ASTM D 2041. Laboratory air void calculations for each sublot will use the latest theoretical maximum density values obtained, either for that sublot or the previous sublot. The mean absolute deviation of the four laboratory air void contents (one from each sublot) from the JMF air void content will be evaluated and a pay factor determined from Table 1. All laboratory air void tests will be completed and reported within 24 hours after completion of construction of each lot.

1.1.5 Mean Absolute Deviation

An example of the computation of mean absolute deviation for laboratory air voids is as follows:

Assume that the laboratory air voids are determined from 4 random samples of a lot (where 3 specimens were compacted from each sample). The average laboratory air voids for each sublot sample are determined to be 3.5, 3.0, 4.0, and 3.7. Assume that the target air voids from the JMF is 4.0. The mean absolute deviation is then:

Mean Absolute Deviation = (|3.5 - 4.0| + |3.0 - 4.0| + |4.0 - 4.0| + |3.7 - 4.0|/4</TXT>__<TXT>= (0.5 + 1.0 + 0.0 + 0.3)/4 = (1.8)/4 = 0.45

The mean absolute deviation for laboratory air voids is determined to be 0.45. It can be seen from Table 1 that the lot's pay factor based on laboratory air voids, is 100 percent.

Table 1. Pay Factor Based on Laboratory Air Voids Mean Absolute Deviation of Lab Air Voids from JMF Pay Factor, % O.60 or less 100

0.61 - 0.80 98

0.81 - 1.00 95

1.01 - 1.20 90 Above 1.20 reject (0)

1.1.6 In-place Density

For determining in-place density, one random core (4 inches or 6 inches in diameter) will be taken by the Government from the mat (interior of the lane) of each sublot, and one random core will be taken from the joint (immediately over joint) of each sublot. Each random core will be full thickness of the layer being placed. When the random core is less than 1 inch thick, it will not be included in the analysis. In this case, another random core will be taken. After air drying to a constant weight, cores obtained from the mat and from the joints will be used for in-place density determination.

1.1.7 Mat and Joint Densities

The average in-place mat and joint densities are expressed as a percentage of the average TMD for the lot. The TMD for each lot will be determined as the average TMD of the two random samples per lot. The average in-place mat density and joint density for a lot are determined and compared with Table 2 to calculate a single pay factor per lot based on in-place density, as described below. First, a pay factor for both mat density and joint density are determined from Table 2. The area associated with the joint is then determined and will be considered to be 5 feet wide times the length of completed longitudinal construction joint in the lot. This area will not exceed the total lot size. The length of joint to be considered will be that length where a new lane has been placed against an adjacent lane of hot-mix asphalt pavement, either an adjacent freshly paved lane or one paved at any time previously. The area associated with the joint is expressed as a percentage of the total lot area. A weighted pay factor for the joint is determined based on this percentage (see example below). The pay factor for mat density and the weighted pay factor for joint density is compared and the lowest selected. This selected pay factor is the pay factor based on density for the lot. When the TMD on both sides of a longitudinal joint is different, the average of these two TMD will be used as the TMD needed to calculate the percent joint density. All density results for a lot will be completed and reported within 24 hours after the construction of that lot.

Table 2. Pay Factor Based on In-place Density Average Mat Density Average Joint

Density (4 Cores) Pay Factor, % (4 Cores) (% of TMD) (% of

TMD)

94.0 - 96.0 100.0 92.5 or above

93.9 100.0 92.4

93.8 or 96.1 99.9 92.3

93.7 99.8 92.2

93.6 or 96.2 99.6 92.1

93.5 99.4 92.0

93.4 or 96.3 99.1 91.9

93.3 98.7 91.8

93.2 or 96.4 98.3 91.7

93.1 97.8 91.6

93.0 or 96.5 97.3 91.5

92.9 96.3 91.4

92.8 or 96.6 94.1 91.3

92.7 92.2 91.2

92.6 or 96.7 90.3 91.1

92.5 87.9 91.0

92.4 or 96.8 85.7 90.9

92.3 83.3 90.8

92.2 or 96.9 80.6 90.7

92.1 78.0 90.6

92.0 or 97.0 75.0 90.5 below 92.0 or above 97.0 0.0 (reject) below 90.5

1.1.8 Pay Factor Based on In-place Density

An example of the computation of a pay factor (in I-P units only) based on in-place density, is as follows: Assume the following test results for field density made on the lot: (1) Average mat density = 93.2 percent of TMD. (2) Average joint density = 91.5 percent of TMD. (3) Total area of lot = 30,000 square feet. (4) Length of completed longitudinal construction joint = 2000 feet.

a. Step 1: Determine pay factor based on mat density and on joint density, using Table 2:

(1) Mat density of 93.2 percent = 98.3 pay factor.

(2) Joint density of 91.5 percent = 97.3 pay factor.

b. Step 2: Determine ratio of joint area (length of longitudinal joint x 5 ft) to mat area (total paved area in the lot): Multiply the length of completed longitudinal construction joint by the specified 5 ft. width and divide by the mat area (total paved area in the lot).

(1) (2000 ft. x 5 ft.)/30000 sq.ft. = 0.3333 ratio of joint area to mat area (ratio).

c. Step 3: Weighted pay factor (wpf) for joint is determined as indicated below:

wpf = joint pay factor + (100 - joint pay factor) (1 - ratio) wpf = 97.3 + (100-97.3) (1-.3333) = 99.1%

d. Step 4: Compare weighted pay factor for joint density to pay factor for mat density and select the smaller:

(1) Pay factor for mat density: 98.3%. Weighted pay factor for joint density:

99.1%

( 2) Select the smaller of the two values as pay factor based on density: 98.3%

1.1.9 Pay Factor for Grade

When more than 5 percent of all measurements made within a lot are outside the 0.05 foot tolerance, the pay factor based on grade for that lot will be 95 percent. In areas where the grade exceeds the tolerance by more than 50 percent, remove the surface lift full depth and replace the lift with hot-mix asphalt to meet specification requirements, at no additional cost to the Government.

1.1.10 Payment Adjustment for Smoothness

a. Straightedge Testing. Record location and deviation from straightedge for all measurements.

When between 5.0 and 10.0 percent of all measurements made within a lot exceed the tolerance specified in paragraph Smoothness Requirements above, after any reduction of high spots or removal and replacement, the computed pay factor for that lot based on surface smoothness, will be 95 percent. When more than 10.0 percent of all measurements exceed the tolerance, the computed pay factor will be 90 percent. When between 15.0 and 20.0 percent of all measurements exceed the tolerance, the computed pay factor will be 75 percent. When 20.0 percent or more of the measurements exceed the tolerance, the lot shall be removed and replaced at no additional cost to the Government. Regardless of the above, any small individual area with surface deviation which exceeds the tolerance given above by more than 50 percent, shall be corrected by diamond grinding to meet the specification requirements above or shall be removed and replaced at no additional cost to the Government.

b. Profilograph Testing. Record location and data from all profilograph measurements. When the Profile Index of a 0.1 mile segment of a lot exceeds the tolerance specified in paragraph Smoothness Requirements above by 1.0 inch/mile, but less than 2.0 inches/mile, after any reduction of high spots or removal and replacement, the computed pay factor for that lot based on surface smoothness will be 95 percent. When the Profile Index exceeds the tolerance by 2.0 inches/mile, but less than 3.0 inches/mile, the computed pay factor will be 90 percent. When the

Profile Index exceeds the tolerance by 3.0 inches/mile, but less than 4.0 inches/mile, the computed pay factor will be 75 percent. When the Profile Index exceeds the tolerance by 4.0 inches/mile or more, the lot shall be removed and replaced at no additional cost to the Government. Regardless of the above, any small individual area with surface deviation which exceeds the tolerance given above by more than 5.0 inches/mile or more, shall be corrected by grinding to meet the specification requirements above or shall be removed and replaced at no additional cost to the Government.

c. Bumps ("Must Grind" Areas). Any bumps ("must grind" areas) shown on the profilograph trace which exceed 0.3 inch in height shall be reduced by diamond grinding until they do not exceed 0.3 inch when retested. Such grinding shall be tapered in all directions to provide smooth transitions to areas not requiring grinding. The following will not be permitted: (1) skin patching for correcting low areas, (2) planting or milling for correcting high areas. At the Contractor's option, pavement areas, including ground areas, may be rechecked with the profilograph in order to record a lower Profile Index.

Add: PART 1 GENERAL

1.1 Unused

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

WAGE DETERMINATION

General Decision Number: MI100084 08/13/2010 MI84

Superseded General Decision Number: MI20080084

State: Michigan

Construction Types: Building and Heavy

County: Oakland County in Michigan.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories); HEAVY CONSTRUCTION PROJECTS (does not include airport or bridge construction projects, or sewer or water line work if it is incidental to a highway construction project)

Modification Number Publication Date 0 03/12/2010 1 04/16/2010

2 05/07/2010 3 06/04/2010 4 07/02/2010 5 08/06/2010 6 08/13/2010

ASBE0025-003 06/01/2010

Rates Fringes

ASBESTOS WORKER/INSULATOR

Includes the application of all insulating materials, protective coverings, coatings, and finishings to all types of mechanical systems..........$ 31.07 23.88

FOOTNOTE: Work requiring a spray coating in the application:

Five percent (5%) per hour additional.

BOIL0169-001 07/01/2008

Rates Fringes

BOILERMAKER......................$ 31.953 20.869

BRMI0001-002 06/01/2008

Rates Fringes

Bricklayer, Stonemason, Pointer, Caulker & Cleaner.......$ 34.05 15.33

FOOTNOTES:

Using acid material in laying bricks: $2.00 additional per hour.

Working on two point swing stage: $2.25 additional per hour.

Sandblasting: $2.00 additional per hour.

Laying carbon material: $2.00 additional per hour.

Gunite work: $2.00 additional per hour.

Hot work: $3.00 additional per hour.

BRMI0001-003 09/01/2009

Rates Fringes

CEMENT MASON.....................$ 31.91 13.69

BRMI0032-001 06/01/2009

Rates Fringes

MARBLE FINISHER..................$ 24.86 16.51

MARBLE SETTER....................$ 31.34 16.51

TERRAZZO FINISHER................$ 25.33 16.51

TERRAZZO WORKER..................$ 30.80 16.51

TILE FINISHER....................$ 24.88 16.51

TILE SETTER......................$ 30.75 16.51

FOOTNOTES:

Work on scaffolding over 15 ft.: $1.25 per hour additional.

Swing stage work: $1.50 per hour additional.

Terrazzo grinding: $0.50 per hour above the terrazzo finisher rate.

Terrazzo work grinding vertical work and stairs: $1.50 per hour above the terrazzo finisher rate.

CARP0687-004 06/01/2007

Rates Fringes

CARPENTER (Drywall Hanger).......$ 26.88 15.27 Diver............................$ 33.19 17.95 Piledriver.......................$ 26.597 25.08%+8.916

FOOTNOTES:

Piledrivers:

Loftsperson or sticker: $0.55 per hour additional.

Loftsperson or sticker on heights over 150 feet: $0.80 per hour additional.

Welder: $0.55 per hour additional.

* CARP1045-007 06/01/2008

Rates Fringes

FLOOR LAYER: Carpet.............$ 29.10 14.117

CARP1045-016 06/01/2008

Rates Fringes

LATHER...........................$ 23.69 13.52

CARP1102-003 06/01/2008

Rates Fringes

MILLWRIGHT.......................$ 28.35 27.02

ELEC0017-011 06/02/2009

REMAINDER OF COUNTY:

Rates Fringes

Line Construction:

Cable splicer; Line technician when helio-arc welding.....................$ 37.47 15.01 Combination driver/groundman............$ 26.05 11.90 Combination equipment operator & groundman........$ 27.61 12.32 Groundman...................$ 23.99 11.34 Lineman.....................$ 37.47 15.01

TECHNICIAN

ALL COMMERCIAL WORK EXCEPT

LINE CONSTRUCTION:..........$ 33.85 13.60

ELEC0058-005 03/01/2006

Rates Fringes

ELECTRICIAN

Work on sound and communications/limited-energy systems (including inter-communication public address, paging, music, security systems, nurse call systems, telecommunications (voice and data), fiber opticcabling systems, sound systems, broadband systems, computer network systems, CCTV systems, fire detection/signaling systems, and temperature control systems)............$ 27.83 3% + 6.25 All other work..............$ 33.55 3% + 14.16

FOOTNOTES:

All other work:

Work on a suspended swinging scaffold, bosun chair or swinging crane inside or outside of buildings at elevations in excess of 60 ft. above the surface immediately below (does not include work performed from catwalks with guardrails on swinging cranes): 15% per hour additional.

Work on stacks, radio, television and water towers at elevations in excess of 60 ft. above the surface immediately below (does not include work performed from catwalks with guardrails on swinging cranes): 15% per hour additional.

Work under compressed air in tunnels or shafts below the ground level: 15% per hour additional.

Additionally, work requiring the use of gas masks (does not apply to the use of dust respirators): 15% additional.

ELEC0876-011 06/01/2009

TOWNSHIP OF HOLLY:

Rates Fringes

LINE CONSTRUCTION

Cable Splicer...............$ 34.87 13.38 Light Equipment Operator/Groundman/Truck Driver/Groundman (winch, A-frame, diggers when used for distribution line truck and used for distribution work.

Distribution truck driver, 5th wheel type trucks, bucket trucks, ladder trucks and all live boom trucks, all equipment 85 hp or under)................$ 22.06 10.21 Lineman/Line Technician.....$ 33.49 13.03 Operator/Groundman (digger, tractor and setting rig with tracks or rough terrain vehicle, large bombardier, backhoe over 85 hp, hydraulic crane 10 ton or over).......$ 25.18 10.99 Truck driver/ground person (trucks with winch or boom or dump, other than distribution work)..........$ 21.00 9.95

FOOTNOTE: Operators of 5/8 yd. rated capacity backhoe or over, and operators of 25 ton, rated capacity, crane or over, and operators of heavy duty tension or pulling machinery on 345 KV and above, shall receive the line technician rate of pay.

ELEV0036-003 01/01/2010

Rates Fringes

ELEVATOR MECHANIC................$ 42.45 20.035

FOOTNOTE:

Vacation Pay: 8% with 5 or more years of service, 6% for 6 months to 5 years service.

Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and Friday after, and Christmas Day.

ENGI0324-008 10/01/2009

ALCONA, ALGER, ALLEGAN, ALPENA, ANTRIM, ARENAC, BARAGA, BARRY,

BAY, BENZIE, BERRIEN, BRANCH, CALHOUN, CASS, CHARLEVOIX,

CHEBOYGAN, CHIPPEWA, CLARE, CLINTON, CRAWFORD, DELTA,

DICKINSON, EATON, EMMET, GENESEE, GLADWIN, GOGEBIC, GRAND

TRAVERSE, GRATIOT, HILLSDALE, HOUGHTON, HURON, INGHAM, IONIA,

IOSCO, IRON, ISABELLA, JACKSON, KALAMAZOO, KALKASKA, KENT,

KEWEENAW, LAKE, LAPEER, LEELANAU, LENAWEE, LIVINGSTON, LUCE,

MACKINAC, MACOMB, MANISTEE, MARQUETTE, MASON, MECOSTA,

MENOMINEE, MIDLAND, MISSAUKEE, MONTCALM, MONTMORENCY, MONROE,

MUSKEGON, NEWAYGO, OAKLAND, OCEANA, OGEMAW, ONTONAGON, OSCEOLA,

OSCODA, OTSEGO, OTTAWA, PRESQUE ISLE, ROSCOMMON, SAGINAW, ST.

CLARE, ST. JOSEPH, SANILAC, SCHOOLCRAFT, SHIAWASSEE, TUSCOLA,

VAN BUREN, WASHTENAW, WAYNE AND WEXFORD COUNTIES

OPERATOR: Power Equipment (Sewer Relining)

GROUP 1.....................$ 28.65 11.64

GROUP 2.....................$ 27.12 11.64

SEWER RELINING CLASSIFICATIONS

GROUP 1: Operation of audio-visual closed circuit TV system, including remote in-ground cutter and other equipment used in connection with the CCTV system

GROUP 2: Operation of hot water heaters and circulation systems, water jetters and vacuum and mechanical debris removal systems

ENGI0324-011 06/01/2009

Rates Fringes

OPERATOR: Power Equipment (Steel Erection)

GROUP 1....................$ 42.47 18.35

GROUP 2....................$ 43.47 18.35

GROUP 3....................$ 40.97 18.35

GROUP 4....................$ 41.97 18.35

GROUP 5....................$ 39.47 18.35

GROUP 6....................$ 40.47 18.35

GROUP 7....................$ 39.20 18.35

GROUP 8....................$ 40.20 18.35

GROUP 9....................$ 38.75 18.35

GROUP 10....................$ 39.75 18.35

GROUP 11....................$ 38.02 18.35

GROUP 12....................$ 39.02 18.35

GROUP 13....................$ 37.66 18.35

GROUP 14....................$ 38.66 18.35

GROUP 15....................$ 37.02 18.35

GROUP 16....................$ 30.21 18.35

GROUP 17....................$ 28.80 18.35

GROUP 18....................$ 35.57 18.35

FOOTNOTE:

Paid Holidays: New Year's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day and Christmas Day.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Engineer when operating combination of boom and jib 400' or longer

GROUP 2: Engineer when operating combination of boom and jib 400' or longer on a crane that requires an oiler

GROUP 3: Engineer when operating combination of boom and jib 300' or longer

GROUP 4: Engineer when operating combination of boom and jib 300' or longer on a crane that requires an oiler

GROUP 5: Engineer when operating combination of boom and jib 220' or longer

GROUP 6: Engineer when operating combination of boom and jib 220' or longer on a crane that requires an oiler

GROUP 7: Engineer when operating combination of boom and jib 140' or longer

GROUP 8: Engineer when operating combination of boom and jib 140' or longer on a crane that requires an oiler

GROUP 9: Tower crane and derrick operator (where operator's work station is 50 ft. or more above first sub-level)

GROUP 10: Tower crane and derrick operator (where operator's work station is 50 ft. or more above first sub-level) on a crane that requires an oiler

GROUP 11: Engineer when operating combination of boom and jib 120' or longer

GROUP 12: Engineer when operating combination of boom and jib 120' or longer on a crane that requires an oiler

GROUP 13: Crane operator; job mechanic; 3 drum hoist and excavator

GROUP 14: Crane operator on a crane that requires an oiler

GROUP 15: Hoisting operator; 2 drum hoist and rubber tire backhoe

GROUP 16: Compressor or welder operator

GROUP 17: Oiler

GROUP 18: Forklift and 1 drum hoist

ENGI0324-019 09/01/2009

ZONE 1: Livingston, Washtenaw, Wayne, Macomb, Monroe and Oakland

ZONE 2: Ingham, Lenawee and Shiawassee

OPERATOR: Power Equipment (Underground construction-includes sewer)

AREA 1

GROUP 1....................$ 29.28 17.85

GROUP 2....................$ 24.55 17.85

GROUP 3....................$ 23.82 17.85

GROUP 4....................$ 23.25 17.85

Power equipment operators -underground construction (includes sewer):

AREA 2

GROUP 1....................$ 27.57 17.85

GROUP 2....................$ 22.68 17.85

GROUP 3....................$ 22.18 17.85

GROUP 4....................$ 21.90 17.85

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Backfiller tamper; Backhoe; Batch plant operator (concrete); Clamshell; Concrete paver (2 drums or larger);

Conveyor loader (Euclid type); Crane (crawler, truck type or pile driving); Dozer; Dragline; Elevating grader;

Endloader; Gradall (and similar type machine); Grader;

Mechanic; Power shovel; Roller (asphalt); Scraper (self-propelled or tractor drawn); Side boom tractor (type D-4 or equivalent and larger); Slip form paver; Slope paver; Trencher (over 8 ft. digging capacity); Well drilling rig; Concrete pump with boom operator and Hydro Excavator

GROUP 2: Boom truck (power swing type boom); Crusher; Hoist;

Pump (1 or more-6-in. discharge or larger-gas or diesel-powered or powered by generator of 300 amperes or more-inclusive of generator); Side boom tractor (smaller than type D-4 or equivalent); Tractor (pneu-tired, other than backhoe or front end loader); Trencher (8-ft. digging capacity and smaller) and Vac Truck

GROUP 3: Air compressors (600 cfm or larger); Air compressors (2 or more-less than 600 cfm); Boom truck (non-swinging, non- powered type boom); Concrete breaker (self-propelled or truck mounted - includes compressor); Concrete paver (1 drum-l/2 yd. or larger); Elevator (other than passenger);

Maintenance person; Pump (2 or more-4-in. up to 6-in.

discharge-gas or diesel powered-excluding submersible pumps); Pumpcrete machine (and similar equipment); Wagon drill (multiple); Welding machine or generator (2 or more-300 amp. or larger-gas or diesel powered)

GROUP 4: Boiler; Concrete saw (40 hp or over); Curing machine (self-propelled); Farm tractor (with attachment); Finishing machine (concrete); Fire person; Hydraulic pipe pushing machine; Mulching equipment; Oiler; Pumps (2 or more up to 4-in. discharge, if used 3 hours or more a day, gas or diesel powered - excluding submersible pumps); Roller (other than asphalt); Stump remover; Trencher (service);

Vibrating compaction equipment, self-propelled (6 ft. wide or over); End dump operator; Sweeper (Wayne type and similar equipment); Water Wagon; Extend-a boom-forklift

ENGI0324-020 06/01/2010

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OPERATOR: Power Equipment

GROUP 1....................$ 37.99 18.90

GROUP 2....................$ 36.49 18.90

GROUP 3....................$ 34.99 18.90

GROUP 4....................$ 34.69 18.90

GROUP 5....................$ 33.87 18.90

GROUP 6....................$ 33.01 18.90

GROUP 7....................$ 32.04 18.90

GROUP 8....................$ 30.33 18.90

GROUP 9....................$ 23.02 18.90

GROUP 10....................$ 21.99 18.90

FOOTNOTES:

Tower cranes: to be paid the crane operator rate determined by the combined length of the mast and the boom. If the worker must climb 50 ft. or more to the work station, $.25 per hour additional.

Derrick and cranes where the operator must climb 50 ft. or more to the work station, $.25 per hour additional to the applicable crane operator rate.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Crane with boom and jib or leads 400' or longer

GROUP 2: Crane with boom and jib or leads 300' or longer

GROUP 3: Crane with boom and jib or leads 220' or longer

GROUP 4: Crane with boom and jib or leads 140' or longer

GROUP 5: Crane with boom and jib or leads 120' or longer

GROUP 6: Regular crane operator, job mechanic, and concrete pump with boom operator

GROUP 7: Regular enginee, Hydro-Excavator, Remote Controlled Concrete Breaker

GROUP 8: Engineer when operating forklift, lull, extend-a-boom forklift

GROUP 9: Engineer when operating compressor or welding machine

GROUP 10: Fire tender or oiler

ENGI0325-003 10/01/2009

AREA 1: LIVINGSTON, MACOMB, MONROE, OAKLAND, WASHTENAW AND

WAYNE COUNTIES

AREA 2: INGHAM, LENAWEE AND SHIAWASSEE COUNTIES

Power equipment operators -hazardous waste removal:

(AREA 1)

LEVEL A:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator,power shovel operators..................$ 32.80 17.80 Engineer when operating crane with boom and jib or leads 140' or longer....$ 34.48 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 34.78 17.80

GROUP 1....................$ 31.83 17.80

GROUP 2....................$ 27.60 17.80

LEVEL B AND C:

Crane operator, mechanic, dragline operator, boom truck operator, concrete pump with boom operator, power shovel operator......$ 31.85 17.80 Engineer when operating crane with boom and jib or leads 140' or longer....$ 33.53 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 33.83 17.80

GROUP 1....................$ 30.88 17.80

GROUP 2....................$ 26.65 17.80

LEVEL D WHEN CAPPING

LANDFILL:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator,power shovel operator...................$ 29.68 17.80 Engineer when operating crane with boom and jib or leads 140' or longer....$ 31.98 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 32.28 17.80

GROUP 1....................$ 29.33 17.80

GROUP 2....................$ 25.10 17.80

LEVEL D:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator,power shovel operator...................$ 30.55 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 32.53 17.80 Engineer when OperatingCrane with Boom and Jib or Leads 140' or Longer.....................$ 32.23 17.80

GROUP 1....................$ 29.58 17.80

GROUP 2....................$ 25.35 17.80

Power equipment operators -hazardous waste removal:

(AREA 2)

LEVEL A:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator, power shovel operator...................$ 31.09 17.80 Engineer when operating crane with boom and jib or leads 140' or longer....$ 32.77 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 33.07 17.80

GROUP 1....................$ 30.12 17.80

GROUP 2....................$ 25.72 17.80

LEVEL B AND C:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator, power shovel operator...................$ 30.14 17.80 Engineer when operating crane with boom and jib or leads 140' or longer....$ 31.71 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 32.03 17.80

GROUP 1....................$ 29.17 17.80

GROUP 2....................$ 24.78 17.80

LEVEL D WHEN CAPPING

LANDFILL:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator,power shovel operator...................$ 28.59 17.80 Engineer when operating crane with boom and jib or leads 140' or longer....$ 30.27 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 30.57 17.80

GROUP 1....................$ 27.62 17.80

GROUP 2....................$ 23.23 17.80

LEVEL D:

Crane operator, mechanic, dragline operator, boom truck operator and concrete pump with boom operator,power shovel operator...................$ 28.84 17.80 Engineer when operating crane with boom and jib or leads 220' or longer....$ 30.82 17.80 Engineer when OperatingCrane with Boom and Jib or Leads 140' or Longer.....................$ 30.52 17.80

GROUP 1....................$ 27.87 17.80

GROUP 2....................$ 23.48 17.80

HAZARDOUS WASTE REMOVAL CLASSIFICATIONS

GROUP 1: Backhoe, batch plant operator, clamshell, concrete breaker when attached to hoe, concrete cleaning decontamination machine operator, concrete pump, concrete paver, crusher, dozer, elevating grader, endloader, farm tractor (90 h.p. and higher), gradall, grader, heavy equipment robotics operator, loader, pug mill, pumpcrete machines, pump trucks, roller, scraper (self-propelled or tractor drawn), side boom tractor, slip form paver, slope paver, trencher, ultra high pressure waterjet cutting tool system operator, vactors, vacuum blasting machine operator, vertical lifting hoist, vibrating compaction equipment (self-propelled), well drilling rig, hydro excavator

GROUP 2: Air compressor, concrete breaker when not attached to hoe, elevator, end dumps, equipment decontamination operator, farm tractor (less than 90 h.p.), forklift, generator, heater, mulcher, pigs (portable reagent storage tanks), power screens, pumps (water), stationary compressed air plant, sweeper, welding machine and water wagon

ENGI0325-016 05/01/2010

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OPERATOR: Power Equipment (Gas Distribution and Duct Installation Work)

GROUP 1.....................$ 25.98 18.90

GROUP 2.....................$ 25.85 18.90

GROUP 3.....................$ 24.72 18.90

GROUP 4.....................$ 24.15 18.90

SCOPE OF WORK:

The construction, installation, treating and reconditioning of pipelines transporting gas vapors within cities, towns, subdivisions, suburban areas, or within private property boundaries, up to and including private meter settings of private industrial, governmental or other premises, more commonly referred to as "distribution work," starting from the first metering station, connection, similar or related facility, of the main or cross country pipeline and including duct installation.

POWER EQUIPMENT - GAS DISTRIBUTION CLASSIFICATIONS

GROUP 1: Backhoe, crane, grader, mechanic, dozer (D-6 equivalent or larger), side boom (D-4 equivalent or larger), trencher(except service), endloader (2 yd.

capacity or greater)

GROUP 2: Dozer (less than D-6 equivalent), endloader (under 2

yd. capacity), side boom (under D-4 capacity), backfiller, pumps (1 or 2 of 6-inch discharge or greater), boom truck (with powered boom), tractor (wheel type other than backhoe or front endloader)

GROUP 3: Tamper (self-propelled), boom truck (with non-powered boom), concrete saw (20 hp or larger), pumps (2 to 4 under 6-inch discharge), compressor (2 or more or when one is used continuously into the second day) and trencher (service).

GROUP 4: Oiler, hydraulic pipe pushing machine, grease person and hydrostatic testing operator

IRON0025-012 06/01/2009

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IRONWORKER

Ornamental and Structural...$ 29.26 27.62 Reinforced..................$ 26.83 24.26

IRON0025-015 09/01/2009

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Ironworker - pre-engineered metal building erector...........$ 21.10 20.72

LABO0005-019 10/01/2008

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Laborers - hazardous waste abatement:

Level A, B or C.............$ 27.44 12.13 Work performed in conjunction with site preparation not requiring the use of personal protective equipment;

Also, Level D...............$ 26.44 12.13

* LABO0259-006 09/01/2009

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Laborers - tunnel, shaft and caisson:

GROUP 1.....................$ 21.37 13.15

GROUP 2.....................$ 21.48 13.15

GROUP 3.....................$ 21.54 13.15

GROUP 4.....................$ 21.72 13.15

GROUP 5.....................$ 21.97 13.15

GROUP 6.....................$ 22.30 13.15

GROUP 7.....................$ 15.58 13.15

SCOPE OF WORK: Tunnel, shaft and caisson work of every type and description and all operations incidental there to, including, but not limited to, shafts and tunnels for sewers, water, subways, transportation, diversion, sewerage, caverns, shelters, aquafers, reservoirs, missile silos and steel sheeting for underground construction.

LABORER CLASSIFICATIONS

GROUP 1: Tunnel, shaft and caisson laborer, dump, shanty, hog house tender, testing (on gas), watchman

GROUP 2: Manhole, headwall, catch basin builder, bricklayer tender, mortar and material mixer

GROUP 3: Air tool operator (jackhammer, bush hammer and grinder), first bottom, second bottom, cage tender, car pusher, carrier, concrete, concrete form, concrete repair, cement invert laborer, cement finisher, concrete shoveler, conveyor, floor, gasoline and electric tool operator, gunite, grout operator, welder, heading dinky person, inside lock tender, pea gravel operator, pump, outside lock tender, scaffold, top signal person, switch person, track, tugger, utility person, vibrator, winch operator, pipe jacking, wagon drill and air track operator and concrete saw operator (under 40 h.p.)

GROUP 4: Tunnel, shaft and caisson mucker, bracer, liner plate, long haul dinky driver and well point

GROUP 5: Tunnel, shaft and caisson miner, drill runner, key board operator, power knife operator, reinforced steel or mesh (e.g. wire mesh, steel mats, dowel bars, etc.)

GROUP 6: Dynamite and powder

GROUP 7: Restoration laborer, seeding, sodding, planting, cutting, mulching and top soil grading; and the restoration of property such as replacing mailboxes, wood chips, planter boxes, flagstones, etc.

LABO0260-006 08/01/2010

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Asbestos Laborer Includes removing and disposing of all insulation materials from walls, ceilings, floors, columns, and all other non-mechanical surfaces; and removal of insulating materials from mechanical systems that are to be demolished;

loading/unloading of bagged and tagged materials at the disposal site (includes lead paint abatement clean-up).........$ 25.09 11.94

* LABO0334-004 09/01/2009

Laborers - open cut:

GROUP 1.....................$ 21.22 13.15

GROUP 2.....................$ 21.33 13.15

GROUP 3.....................$ 21.38 13.15

GROUP 4.....................$ 21.46 13.15

GROUP 5.....................$ 21.52 13.15

GROUP 6.....................$ 18.97 13.15

GROUP 7.....................$ 15.59 13.15

SCOPE OF WORK:

Open cut construction work shall be construed to mean work which requires the excavation of earth including industrial, commercial and residential building site excavation and preparation, land balancing, demolition and removal of concrete and underground appurtenances, grading, paving, sewers, utilities and improvements; retention, oxidation, flocculation and irrigation facilities, and also including but not limited to underground piping, conduits, steel sheeting for underground construction, and all work incidental thereto, and general excavation.

Open cut construction work shall also be construed to mean waterfront work, piers, docks, seawalls, breakwalls, marinas and all incidental work. Open cut construction work shall not include any structural modifications, alterations, additions and repairs to buildings, or highway work, including roads, streets, bridge construction and parking lots or steel erection work and excavation for the building itself and back filling inside of and within 5 ft.

of the building and foundations, footings and piers for the building. Open cut construction work shall not include any work covered under Tunnel, Shaft and Caisson work.

LABORER CLASSIFICATIONS

GROUP 1: Construction laborer

GROUP 2: Mortar and material mixer, concrete form person, signal person, well point person, manhole, headwall and catch basin builder, headwall, seawall, breakwall and dock builder

GROUP 3: Air, gasoline and electric tool operator, vibrator operator, driller, pump person, tar kettle operator, bracer, rodder, reinforced steel or mesh person (e.g., wire mesh, steel mats, dowel bars, etc.), welder, pipe jacking and boring person, wagon drill and air track operator and concrete saw operator (under 40 h.p.), windlass and tugger person and directional boring person, cement finisher

GROUP 4: Trench or excavating grade person

GROUP 5: Pipe layer (including crock, metal pipe, multi-plate or other conduits)

GROUP 6: Grouting person, audio-visual television operations and all other operations in connection with closed circuit television inspection, pipe cleaning and pipe relining work, installation and repair of water service pipe appurtenances

GROUP 7: Restoration laborer, seeding, sodding, planting, cutting, mulching and top soil grading; and the restoration of property such as replacing mailboxes, wood chips, planter boxes, flagstones, etc.

LABO0334-006 07/01/2010

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Landscape Laborer

GROUP 1.....................$ 19.81 6.25

GROUP 2.....................$ 15.59 6.25

LANDSCAPE LABORER CLASSIFICATIONS

GROUP 1: Landscape specialist, including air, gas and diesel equipment operator and lawn sprinkler installer

GROUP 2: Landscape laborer: small power tool operator, material mover, truck driver and lawn sprinkler installer tender

LABO1076-003 06/01/2010

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Laborers:

GROUP 1.....................$ 25.54 13.97

GROUP 2.....................$ 25.80 13.97

GROUP 3.....................$ 26.29 13.97

GROUP 4.....................$ 26.04 13.97

GROUP 5.....................$ 20.09 13.97

LABORER CLASSIFICATIONS

GROUP 1: Construction laborer, mason tender, carpenter tender, drywall handler, concrete chute and concrete bucket handler, cement finisher tender, concrete laborer, demolition laborer

GROUP 2: Signal person (on sewer and caisson work); air, electric or gasoline tool operator (including concrete vibrator operator, acetylene torch and air hammer operator); scaffold builder; caisson worker

GROUP 3: Lansing burner, blaster and powder person

GROUP 4: Burning bar and oxy-acetylene gun, expediter person, top and/or bottom person (blast furnace work) and furnace battery heater tender

GROUP 5: Cleaner/sweeper laborer, Furniture laborer

PREMIUM PAY:

Demolition laborer: A ten minute period for cleaning up shall be allowed before lunch and again at the end of a day's work.

Ground burner: Base wage shal be $.50 cents per hour more than the hourly rate for a demolition laborer(construction laborer).

High burner: Base wage shall be $1.00 per hour more than the hourly rate for demolition laborer(Construction Laborer).

LABO1076-005 07/01/2010

Oakland County and that portion of Livingston County north of State Highway M-59 and east of Oak Grove Road

Plasterer tender (Includes Plasterering Machine Operator)...$ 26.92 13.97

LABO1076-006 04/01/2010

ALCONA, ALGER, ALLEGAN, ALPENA, ANTRIM, ARENAC, BARAGA, BARRY,

BAY, BENZIE, BERRIEN, BRANCH, CALHOUN, CASS, CHARLEVOIX,

CHEBOYGAN, CHIPPEWA, CLARE, CLINTON, CRAWFORD, DELTA,

DICKINSON, EATON, EMMET, GENESEE, GLADWIN, GOGEBIC, GRAND

TRAVERSE, GRATIOT, HILLSDALE, HOUGHTON, HURON, INGHAM, IONIA,

IOSCO, IRON, ISABELLA, JACKSON, KALAMAZOO, KALKASKA, KENT,

KEWEENAW, LAKE, LAPEER, LEELANAU, LENAWEE, LIVINGSTON, LUCE,

MACKINAC, MACOMB, MANISTEE, MARQUETTE, MASON, MECOSTA,

MENOMINEE, MIDLAND, MISSAUKEE, MONTCALM, MONTMORENCY, MONROE,

MUSKEGON, NEWAYGO, OAKLAND, OCEANA, OGEMAW, ONTONAGON, OSCEOLA,

OSCODA, OTSEGO, OTTAWA, PRESQUE ISLE, ROSCOMMON, SAGINAW, ST.

CLARE, ST. JOSEPH, SANILAC, SCHOOLCRAFT, SHIAWASSEE, TUSCOLA,

VAN BUREN, WASHTENAW, WAYNE AND WEXFORD COUNTIES

LABORER (DISTRIBUTION WORK)

Zone 1......................$ 18.18 11.49 Zone 2......................$ 16.80 11.49 Zone 3......................$ 15.03 11.49 Zone 4......................$ 14.40 11.49 Zone 5......................$ 14.40 11.49

DISTRIBUTION WORK - The construction, installation, treating and reconditioning of distribution pipelines transporting coal, oil gas, or other similar materials, vapors or liquids, including portions of such pipelines within private property boundaries, up to and including the meter settings on residential, commercial, industrial, institutional, private and public structures. All work covering pumping stations and tank farms not covered by the Building Trades Agreement. Other distribution lines with the exception of sewer, water and cable television are included.

Underground Duct Layer Pay: $.40 per hour above the base pay rate.

Zone 1-Macomb,Oakland and Wayne Zone 2-Monroe and Washtenaw Zone 3-Bay, Genesee, Lapeer, Midland, Saginaw, Sanilac, Shiawassee and St. Clair Zone 4-Alger, Baraga, Chippewa, Delta, Dickinson,Gogebic, Houghton, Iron, Keweenaw, Luce, Mackinaw, Marquette, Menominee, Ontonagon and Schoolcraft Zone 5-Remaining counties in Michigan

PAIN0022-003 07/01/2009

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DRYWALL FINISHER/TAPER

(Does not include Level 5 work (covering the whole board)).....................$ 25.75 15.90

PAINTER..........................$ 25.06 14.75

FOOTNOTES:

Drywall finisher:

Work spraying texture: $0.50 per hour additional.

Painter:

For all spray work and journeyman rigging for spray work, also blowing off, $0.80 per hour additional (applies only to workers doing rigging for spray work on off the floor work. Does not include setting up or moving rigging on floor surfaces, nor does it apply to workers engaged in covering up or tending spray equipment.

For all sandblasting and spray work performed on highway bridges, overpasses, tanks or steel, $0.80 per hour additional.

For all brushing, cleaning and other preparatory work (other than spraying or steeplejack work) at scaffold heights of fifty (50) feet from the ground or higher, $0.50 per hour additional.

For all preparatorial work and painting performed on open steel under forty (40) feet when no scaffolding is involved, $0.50 per hour additional.

For all swing stage work - window jacks and window belts -exterior and interior, $0.50 per hour additional.

For all spray work and sandblaster work to a scaffold height of forty (40) feet above the floor level, $0.80 per hour additional.

For all preparatorial work and painting on all highway bridges or overpasses up to forty (40) feet in height, $0.50 per hour additional.

For all steeplejack work performed where…