W911XK-09-B-0006 Amendment 0004 SF 30.pdf

W56MES90962392

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 FY09 Sturgeon Bay South Revetment Repair, Sturgeon Bay, Wisconsin.

This amendment is issued to:

1. change the specif ications and plans as identified on the follow ing pages.

2. amend the bidding schedule and provide a new conformed copy on w hich to submit bids.

3. update Wage Determination WI19 to the most recent version dated 5 June 2009.

No other changes are made. The bid opening date and time remains 16 June 2009 at 2:00 PM Eastern.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 38

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

16C. DATE SIGNED

BY 09-Jun-2009

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-09-B-0006

X 9B. DATED (SEE ITEM 11)

12-May-2009

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 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

09-Jun-2009

CODE

CONTRACTING DIVISION

DETROIT DISTRICT, USAED

477 MICHIGAN AVE.

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-09-B-0006

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:

AMEND 0004 - SPEC CHANGES

CHANGES TO THE PLANS

Delete: SHEET 3 OF 16, SITE/SURVEY PLAN, REPRESENTATIVE CROSS SECTION, SURVEY HORIZONTAL CONTROL POINTS

Add: REVISED SHEET 3 OF 16, SITE/SURVEY PLAN, REPRESENTATIVE CROSS

SECTION, SURVEY HORIZONTAL CONTROL POINTS

Delete: SHEET 9 OF 16, STRUCTURE PLAN, SECTION Add: REVISED SHEET 9 OF 16, STRUCTURE PLAN, SECTION

Delete: SHEET 14 OF 16, STRUCTURE PLAN, EXCAVATION/BACKFILL CROSS

SECTION

Add: REVISED SHEET 14 OF 16, STRUCTURE PLAN, EXCAVATION/BACKFILL CROSS

SECTION

Delete: SHEET 16 OF 16, SECTIONS & DETAILS Add: REVISED SHEET 16 OF 16, SECTIONS & DETAILS

CHANGES TO THE SPECIFICATIONS

SECTION 01 22 00.00 10 MEASUREMENT AND PAYMENT

Delete: Paragraph 1.2.1 “a. Steel Sheet Piling (Item No. 0002): First 1,375 short ton (Item No.

0002AA) and Over 1,375 short ton (Item No. 0002AB)” Add to 1.1.1 Lump Sum Items: Steel Sheet Piling (Item No. 0002)

(1) Payment shall constitute full compensation for the cost of equipment, material, and labor for driving front wall and anchor wall SSP required in SECTION 31 41 17 STEEL SHEET PILING, SECTION 05 05 23 WELDING, STRUCTURAL and SECTION 05 50 14 STRUCTURAL

METAL FABRICATIONS.

(2) Unit of measure: Lump Sum.

Delete: Paragraph 1.2.2 “b. Miscellaneous Metals (Item No. 0003): First 120 short ton (Item No. 0003AA) and Over 120 short ton (Item No. 0003AB)” Add to 1.1.1 Lump Sum Items: Miscellaneous Metals (Item No. 0003)

(1) Payment will be made for costs associated with the installation of front and anchor wall walers, steel plate attachments, tie rod placement and bolted connections as required in

SECTION 31 41 17 STEEL SHEET PILING, SECTION 05 05 23 WELDING, STRUCTURAL

and SECTION 05 50 14 STRUCTURAL METAL FABRICATIONS.

(2) Unit of measure: Lump Sum.

Delete: Paragraph 1.2.4 “d. Excavated Rock (Item No. 0005): First 50 Cubic yards (Item No.

0005AA) and Over 50 Cubic yards (Item No. 0005AB)”

SECTION 02 13 90 SITE PREPARATION

Delete: SECTION 02 13 90 SITE PREPARATION Add: New SECTION 02 13 90 SITE PREPARATION

SECTION 02 13 90

SITE PREPARATION

04/09

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

The work required under this Section includes furnishing all materials and equipment and performing operations such as, but not limited to, clearing to the limits as indicated on the construction drawings, grubbing as necessary in the areas of anchor wall and tie-rod placement, excavation of stone fill immediately behind the Wakefield sheeting and stockpiling for re-use, excavation for tie rod and anchor wall placement, disposal of cleared materials and re-use of stone fill behind the proposed SSP wall. All work shall be conducted in a manner to prevent damage to the structures which are to remain and to maintain or improve the aesthetics and ecology of the site in accordance with SECTION 01 57 20.00 20, "ENVIRONMENTAL PROTECTION"). All work and materials shall be in accordance with the requirements specified herein and shown on the contract drawings.

1.2 SUBMITTALS

Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with SECTION 01 33 00, entitled

"SUBMITTAL PROCEDURES":

SD-01 Data Construction Equipment; FIO

Prior to starting work, a list of all equipment, tools and machines, including their sizes, capacities and operating speeds, to be used in the performance of the work, shall be submitted. All equipment shall be maintained in satisfactory working condition at all times.

Work Plan; GA-AOF

At least ten (10) calendar days prior to proceeding with the work at the site, submit a work plan for the work required under this Section. The plan shall include a description of the means, methods, procedures and sequence in which the required work will be performed. The protective measures which will be taken to prevent damaging, disturbing, undermining or causing cave-ins at the existing revetments shall be described. The proposed locations of temporary stockpiles of excavated material shall be described in detail. List source(s) of material obtained off-site, if applicable. The locations of staging areas, equipment storage, docking of barges, mooring areas, vehicle parking, office trailers and other Contractor facilities shall be described and shown.

SD-18 Records Check Survey Records; FIO

A copy of the records of each check survey shall be provided on the next work day following the survey.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 REMOVAL OF OBSTRUCTIONS

The existing items which are to be removed to allow for the required construction work shall be as indicated on the drawings and specified herein. All of the area within the limits of the required work, as shown on the drawings, shall be cleared of vegetation, scrap, organic debris and other unsatisfactory materials. The waste materials obtained from these operations shall be disposed of as specified in Paragraph

"DISPOSAL."

3.2 EXCAVATION

Excavation shall be performed as shown on the plans. Excavated satisfactory materials shall be used as backfill for excavated space inside of the piling after it is driven. Excess excavated satisfactory material shall be evenly distributed behind the sheet piling. Steel sheet piles shall be placed as specified in SECTION 31 41 17 STEEL SHEET PILING. The stone fill removed for placement of the steel sheet pile shall be stockpiled for reuse. Common excavation shall also be in conformance with

SECTION 31 00 00 EARTHWORK.

3.3 REMOVING AND REPOSITIONING EXISTING STONE FILL

3.3.1 Placement of Existing Stone Fill

Approximate existing stone fill ranges from 3 pounds to 170 pounds. Existing stone fill that meets quality requirements in SECTION 35 31 19.45 03 STONE MATERIALS shall be excavated, stockpiled and reused in the areas as indicated in the plans.

The Contractor shall use existing stone fill as an underlayment beneath new splash stone. The elevation of the stone fill shall be as shown on the drawings.

3.3.2 Placement of Excess Existing Stone Fill

As the existing stone fill is being removed and repositioned as shown in plans, the amount of material encountered in some areas may exceed the space available. Excess satisfactory material from these areas shall first be used to fill any low areas along the length of the project. Any excess existing stone fill shall be stockpiled as directed by the Government's On-site Representative. All required transitions from areas of work to areas of no work shall be neat and uniform.

3.3.3 Limitation

Excavation of the pile driving line or Wakefield Sheeting shall not proceed more than 50 feet in advance of completely driven piles. Placement of the excavated materials as backfill shall not lag more than 30 feet behind the lead fully driven pile.

3.4 STOCKPILING

As satisfactory material is excavated, it may be temporarily stockpiled for reuse in the required work. Surface stockpiles shall be maintained in neat and well drained condition.

Stockpiling shall be in an approved location. The material may be temporarily stockpiled on barges. At the completion of the work all temporarily stockpiled materials shall have been placed in the work in the required location or at a location as directed by the Government's On-site Representative.

3.5 SECTION REMOVAL

The existing Wakefield revetment structure front wall shall be removed in its entirety as shown on the drawings and properly disposed of off-site. The existing tie rods shall be cut at a distance so as not to interfere with SSP driving operations or excavation. The Contractor shall not cut tie rods further than 8 feet in advance of the SSP driving operations. Tie rods shall not be cut for more than a four (4) hour period of time prior to placement of proposed SSP wall. The existing timber anchor wall shall be left in place unless removal is necessary during tie rod placement. Excavated stone materials may be reused in accordance with their gradation in lieu of new stone materials.

Excess excavated soil and stone materials may also be used as fill on the land side of the SSP front wall after the wall has been completely constructed. Splash stone shall be used to protect fill stone as specified in SECTION 35 31 19, "STONE

PLACEMENT AND CONSTRUCTION".

3.6 DISPOSAL

All waste, excess and unsatisfactory materials except stone resulting from work required under this Section shall be removed from the site unless otherwise specified and directed and upon removal shall become the property of the Contractor.

All disposal shall conform to the requirements of SECTION 01 57

20.00 20, "ENVIRONMENTAL PROTECTION", including any applicable local requirements.

3.7 QUALITY CONTROL

The Contractor shall establish and maintain a quality control system for all operations performed under this Section to assure compliance with contract requirements and maintain records of its quality control for all operations performed, including, but not limited to, the following:

a. Removal work.

b. Excavating existing stone and Wakefield sheeting to accommodate steel sheet pile placement.

c. Backfilling.

d. Disposal.

e. Observance of safety regulations.

-- End of Section --

SECTION 31 00 00 EARTHWORK

Delete: SECTION 31 00 00 EARTHWORK Add: New SECTION 31 00 00 EARTHWORK

SECTION 31 00 00

EARTHWORK

07/06

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

The work required under this section includes furnishing all materials and equipment and performing operations such as, but not limited to, excavation of driveline for SSP placement, common excavation, backfill, grading and seeding. All work shall be conducted in a manner to prevent damage to the structures which are to remain. All work and materials shall be in accordance with the requirements specified herein and shown on the contract drawings.

1.2 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM C 136 (2006) Standard Test Method for Sieve

Analysis of Fine and Coarse Aggregates

ASTM D 422 (1963; R 2007) Particle-Size Analysis of Soils

ASTM D 1140 (2000; R 2006) Amount of Material in

Soils Finer than the No. 200 (75-micrometer) Sieve

ASTM D 1556 (2007) Density and Unit Weight of

Soil in Place by the Sand-Cone Method

ASTM D 1557 (2007) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D 2487 (2006e1) Soils for Engineering

Purposes (Unified Soil Classification System)

ASTM D 2922 (2005) Density of Soil and Soil-

Aggregate in Place by Nuclear Methods (Shallow Depth)

ASTM D 4318 (2005) Liquid Limit, Plastic Limit, and Plasticity Index of Soils

1.3 DEFINITIONS

1.3.1 Satisfactory Materials

Satisfactory materials shall comprise any materials classified as course-grained soil in ASTM D 2487. Satisfactory stone materials for grading and backfill shall be less than 8 inches in size. Splash and scour stone shall meet the requirements specified in SECTION 35 31 19 STONE PLACEMENT AND CONSTRUCTION and SECTION 35 31 19.45 03 STONE MATERIALS. Testing required for classifying materials shall be in accordance with ASTM D 4318, ASTM C 136, ASTM D 422, and ASTM D 1140.

1.3.2 Unsatisfactory Materials

Materials which do not comply with the requirements for satisfactory materials are unsatisfactory. Unsatisfactory materials also include man-made fills; trash; refuse; and material classified as Fine-Grained and Highly Organic soils in ASTM D 2487. The Government's On-site Representative shall be notified of any contaminated materials.

1.3.3 Degree of Compaction

Degree of compaction required is expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D 1557 abbreviated as a percent of laboratory maximum dry density.

1.4 SUBMITTALS

Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-18 Records Earthwork; GA-AOF.

Notification of encountering rock in the project. Advance notice on the opening of excavation.

1.5 CLASSIFICATION OF EXCAVATION

1.5.1 Common Excavation

Common excavation shall include the satisfactory removal of all materials as shown on the drawings. Excavation of debris may be necessary along the SSP wall to provide a clear channel bottom.

The Contractor shall dispose of sheeting material, unsatisfactory material and debris in accordance with SECTION

02 13 90, "SITE PREPARATION".

1.6 UTILIZATION OF EXCAVATED MATERIALS

Unsatisfactory materials removed from excavations shall be disposed of off-site. Satisfactory material removed from excavations shall be used, insofar as practicable, in the construction of fills, embankments, subgrades, bedding (as backfill), and for similar purposes. No satisfactory excavated material shall be wasted without specific written authorization. Satisfactory material authorized to be wasted shall be disposed of off-site in designated areas approved for surplus material storage or designated waste areas as directed.

Stone from excavations shall be stockpiled as designated on the plans. No excavated material shall be disposed of to obstruct the flow of any stream, endanger a partly finished structure, impair the efficiency or appearance of any structure, or be detrimental to the completed work in any way.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL EXCAVATION

The Contractor shall perform excavation of every type of material encountered within the limits of the project to the lines, grades, and elevations indicated and as specified.

Grading shall be in conformity with the typical sections shown and the tolerances specified in paragraph FINISHING.

Satisfactory excavated materials shall be transported to and placed in fill or embankment within the limits of the work.

Unsatisfactory materials encountered within the limits of the work shall be excavated below grade and replaced with satisfactory materials as directed. Such excavated material and the satisfactory material ordered as replacement shall be included in excavation. Surplus satisfactory excavated material not required for fill or embankment shall be disposed of in areas approved for surplus material storage or designated waste areas. During construction, excavation and fill shall be performed in a manner and sequence that will provide proper drainage at all times.

3.2 BACKFILL

Backfill material shall consist of satisfactory material as described in Paragraph 1.3.1. Backfilling shall not begin until construction below finish grade has been approved. Backfill shall be placed in layers not exceeding 6 inches loose thickness for compaction by hand operated machine compactors, and 8 inches loose thickness for other than hand operated machine, unless otherwise specified. Each layer shall be compacted to 90 percent maximum dry density unless otherwise specified. Backfill shall be compacted up to the tie rod elevation and to each side of the tie rod following completion of backfill to grade. The Contractor shall ensure that the tie rods are not subjected to any vertical loads from compaction equipment. Backfill shall be brought to indicated finish grade.

Backfill shall not be placed in wet or frozen areas. The Contractor shall dewater as necessary to achieve proper compaction. Areas shown on the drawings that require stone backfill do not require compaction.

3.3 FINISHING

The surface of excavations, embankments, and subgrades shall be finished to a smooth and compact surface in accordance with the lines, grades, and cross sections or elevations shown. The degree of finish for graded areas shall be within 0.1 foot of the grades and elevations indicated.

3.4 TESTING

Testing shall be performed by an approved commercial testing laboratory or by the Contractor subject to approval. If the Contractor elects to establish testing facilities, no work requiring testing will be permitted until the Contractor's facilities have been inspected and approved by the Government's On-site Representative.

3.4.1 Testing of Backfill Materials

Classification of backfill materials shall be determined in accordance with ASTM D 2487 and the moisture-density relations of soils shall be determined in accordance with ASTM D 1557. A minimum of one soil classification and one moisture-density relation test shall be preformed on each different type of material used for bedding and backfill.

3.4.2 Density Tests

Test density in accordance with ASTM D 1556 or ASTM D 2922.

Conduct one test per 2500 square feet in each lift. Include density test results in daily quality control report.

3.5 EMBANKMENT PROTECTION

During construction, embankments and excavations shall be kept shaped and drained. Ditches and drains along subgrade shall be maintained to drain effectively at all times. The finished subgrade shall not be disturbed by traffic or other operation and shall be protected and maintained by the Contractor in a satisfactory condition at all times during construction. The storage or stockpiling of materials on the finished subgrade will not be permitted.

3.6 SEEDING

All areas indicating backfill as shown on the plans shall require seeding.

3.6.1 Inspection

Seed shall be inspected upon arrival at the job site for conformity to species and quality. Seed that is wet, moldy, or bears a test date five months or older, shall be rejected.

Other materials shall be inspected for compliance with specified requirements. The following shall be rejected: open soil amendment containers or wet soil amendments; topsoil that contains slag, cinders, stones, lumps of soil, sticks, roots, trash or other material over a minimum 1-1/2 inch diameter; and topsoil that contains viable plants and plant parts.

Unacceptable materials shall be removed from the job site.

3.6.2 Storage

Materials shall be stored in designated areas. Seed, lime, and fertilizer shall be stored in cool, dry locations away from contaminants. Chemical treatment material shall be stored according to manufacturer's instructions and not with seeding operation materials.

3.6.3 Seed Classification

State-certified seed of the latest season's crop shall be provided in original sealed packages bearing the producer's guaranteed analysis for percentages of mixture, purity, germination, hard seed, weed seed content, and inert material.

Labels shall be in conformance with applicable state seed laws.

3.6.4 Seeding Conditions

Seeding operations shall be performed only during periods when beneficial results can be obtained. When drought, excessive moisture, or other unsatisfactory conditions prevail, the work shall be stopped when directed. When special conditions warrant a variance to the seeding operations, proposed alternate times shall be submitted for approval.

3.6.5 Finished Grade and Topsoil

The Contractor shall verify that finished grades are as indicated on drawings, and smooth grading, and compaction requirements have been completed prior to the commencement of the seeding operation. The topsoil thickness shall be a minimum of 8 inches.

3.6.6 Prepared Surface

New surfaces shall be blended to existing areas. The prepared surface shall be completed with a light raking to remove debris.

3.6.7 Installing Seed

Seeding method shall be broadcast seeding, drill seeding or hydroseeding. Seeding procedure shall ensure even coverage.

Gravity feed applicators, which drop seed directly from a hopper onto the prepared soil, shall not be used because of the difficulty in achieving even coverage, unless otherwise approved. Absorbent polymer powder shall be mixed with the dry seed at the rate recommended by the manufacturer.

3.6.7.1 Broadcast Seeding

Seed shall be uniformly broadcast at the rate of 8 pounds per 1000 square feet using broadcast seeders. Half the total rate of seed application shall be broadcast in one direction, with the remainder of the seed rate broadcast at 90 degrees from the first direction. Seed shall be covered a maximum 1/4 inch depth by disk harrow, steel mat drag, cultipacker, or other approved device.

3.6.7.2 Drill Seeding

Seed shall be uniformly drilled to a maximum 1/2 inch depth and at the rate of 8 pounds per 1000 square feet, using equipment having drills a maximum 7 inches distance apart. Row markers shall be used with the drill seeder. Half the total rate of seed application shall be drilled in one direction, with the remainder of the seed rate drilled at 90 degrees from the first direction. The drilling equipment shall be maintained with half full seed boxes during the seeding operations.

3.6.7.3 Hydroseeding

Seed shall be mixed to ensure broadcast at the rate of 500 pounds per acre. Seed and fertilizer shall be added to water and thoroughly mixed to meet the rates specified. The time period for the seed to be held in the slurry shall be a maximum 24 hours. Wood cellulose fiber mulch and tackifier shall be added at the rates recommended by the manufacturer after the seed, fertilizer, and water have been thoroughly mixed to produce a homogeneous slurry. Slurry shall be uniformly applied under pressure over the entire area. The hydroseeded area shall not be rolled.

3.6.8 Hay or Straw Mulch

Hay or straw mulch shall be spread uniformly at the rate of 2 tons per acre. Mulch shall be spread by hand, blower-type mulch spreader, or other approved method. Mulching shall be started on the windward side of relatively flat areas or on the upper part of steep slopes and continued uniformly until the area is covered. The mulch shall not be bunched or clumped. Sunlight shall not be completely excluded from penetrating to the ground surface. All areas installed with seed shall be mulched on the same day as the seeding. Mulch shall be anchored immediately following spreading.

-- End of Section --

SECTION 35 31 19.45 03 STONE MATERIALS

Paragraph 2.1.2.2 Acceptability of Stone Materials TABLE 1 Criteria for Stone Quality Delete Line: Test-Los Angeles Abrasion (2); Test Method-ASTM C535; Acceptance Criteria- < 25 percent loss after 500 revs.

Add Line: Test: Los Angeles Abrasion (2); Test Method: ASTM C535; Acceptance Criteria: < 35 percent loss after 500 revs.

SECTION 00010 - SOLICITATION CONTRACT FORM

SUBCLIN 0002AA

The pricing detail quantity has decreased by 824.00 from 825.00 to 1.00.

The unit of issue has changed from Short Ton to Lump Sum.

SUBCLIN 0002AB

The pricing detail quantity has decreased by 549.00 from 550.00 to 1.00.

SUBCLIN 0003AA

The pricing detail quantity has decreased by 69.00 from 70.00 to 1.00.

SUBCLIN 0003AB

The pricing detail quantity has decreased by 49.00 from 50.00 to 1.00.

CLIN 0005

The CLIN description has changed from TAS::96 3135::TAS to DELETED.

The CLIN extended description Excavated Rock has been deleted.

SUBCLIN 0005AA

The CLIN extended description First 30 Cubic Yards has been deleted.

The pricing detail quantity has decreased by 30.00 from 30.00 to 0.00.

The unit of issue Cubic Yard has been deleted.

SUBCLIN 0005AB

The CLIN extended description Over 30 Cubic Yards has been deleted.

The pricing detail quantity has decreased by 20.00 from 20.00 to 0.00.

The unit of issue Cubic Yard has been deleted.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

WAGE DET WI19 06-05-2009

General Decision Number: WI080019 06/05/2009 WI19

Superseded General Decision Number: WI20070019

State: Wisconsin

Construction Type: Heavy

Counties: Wisconsin Statewide.

HEAVY CONSTRUCTION PROJECTS (Excluding Tunnel, Sewer, and Water Lines), AND HOPPER DREDGE PROJECTS

Modification Number Publication Date 0 02/08/2008 1 02/29/2008 2 05/02/2008 3 06/13/2008 4 06/27/2008 5 07/11/2008 6 07/25/2008 7 08/08/2008 8 08/15/2008 9 08/22/2008 10 08/29/2008 11 09/12/2008 12 10/03/2008 13 11/07/2008 14 12/19/2008 15 02/20/2009 16 03/13/2009 17 03/20/2009 18 05/29/2009 19 06/05/2009

BOIL0107-001 07/01/2007

Rates Fringes

BOILERMAKER

Boilermaker.................$ 30.69 18.12 Small Boiler Repair (under 25,000 lbs/hr)..............$ 24.55 13.10

BRWI0001-002 06/01/2008

CRAWFORD, JACKSON, JUNEAU, LA CROSSE, MONROE, TREMPEALEAU, AND

VERNON COUNTIES

Rates Fringes

BRICKLAYER.......................$ 29.24 13.80

BRWI0002-002 06/01/2008

ASHLAND, BAYFIELD, DOUGLAS, AND IRON COUNTIES

Rates Fringes

BRICKLAYER.......................$ 35.24 13.35

BRWI0002-005 06/01/2008

ADAMS, ASHLAND, BARRON, BROWN, BURNETT, CALUMET, CHIPPEWA,

CLARK, COLUMBIA, DODGE, DOOR, DUNN, FLORENCE, FOND DU LAC,

FOREST, GREEN LAKE, IRON, JEFFERSON, KEWAUNEE, LANGLADE,

LINCOLN, MANITOWOC, MARATHON, MARINETTE, MARQUETTE, MENOMINEE,

OCONTO, ONEIDA, OUTAGAMIE, POLK, PORTAGE, RUSK, ST CROIX, SAUK,

SHAWANO, SHEBOYGAN, TAYLOR, VILAS, WALWORTH, WAUPACA, WAUSHARA,

WINNEBAGO, AND WOOD COUNTIES

CEMENT MASON/CONCRETE FINISHER...$ 28.15 12.80

BRWI0003-002 06/01/2008

BROWN, DOOR, FLORENCE, KEWAUNEE, MARINETTE, AND OCONTO COUNTIES

Rates Fringes

BRICKLAYER.......................$ 29.24 13.80

BRWI0004-002 06/01/2008

KENOSHA, RACINE, AND WALWORTH COUNTIES

Rates Fringes

BRICKLAYER.......................$ 32.88 14.50

BRWI0006-002 06/01/2008

ADAMS, CLARK, FOREST, LANGLADE, LINCOLN, MARATHON, MENOMINEE,

ONEIDA, PORTAGE, PRICE, TAYLOR, VILAS AND WOOD COUNTIES

BRICKLAYER.......................$ 29.74 13.30

BRWI0007-002 06/01/2008

GREEN, LAFAYETTE, AND ROCK COUNTIES

Rates Fringes

BRICKLAYER.......................$ 30.41 14.30

BRWI0008-002 06/01/2008

MILWAUKEE, OZAUKEE, WASHINGTON, AND WAUKESHA COUNTIES

Rates Fringes

BRICKLAYER.......................$ 32.71 14.54

BRWI0009-001 06/01/2008

GREEN LAKE, MARQUETTE, OUTAGAMIE, SHAWANO, WAUPACA, WASHARA,

AND WINNEBAGO COUNTIES

BRICKLAYER.......................$ 29.24 13.80

BRWI0011-002 06/01/2008

CALUMET, FOND DU LAC, MANITOWOC, AND SHEBOYGAN COUNTIES

Rates Fringes

BRICKLAYER.......................$ 29.24 13.80

BRWI0013-002 06/01/2008

DANE, GRANT, IOWA, AND RICHLAND COUNTIES

Rates Fringes

BRICKLAYER.......................$ 30.61 14.10

BRWI0019-002 06/01/2008

BARRON, BUFFALO, BURNETT, CHIPPEWA, DUNN, EAU CLAIRE, PEPIN,

PIERCE, POLK, RUSK, ST. CROIX, SAWYER AND WASHBURN COUNTIES

BRICKLAYER.......................$ 28.99 14.05

BRWI0021-002 06/01/2008

DODGE AND JEFFERSON COUNTIES

BRICKLAYER.......................$ 30.88 13.85

BRWI0034-002 06/04/2007

COLUMBIA AND SAUK COUNTIES

Rates Fringes

BRICKLAYER.......................$ 30.66 14.05

CARP0087-001 05/01/2007

BURNETT (W. of Hwy 48), PIERCE (W. of Hwy 29), POLK (W. of Hwys 35, 48 & 65), AND ST. CROIX (W. of Hwy 65) COUNTIES

Carpenter & Piledrivermen........$ 26.76 11.61

* CARP0252-002 06/01/2009

ADAMS, BARRON, BAYFIELD (Eastern 2/3), BROWN, BUFFALO, BURNETT (E. of Hwy 48), CALUMET, CHIPPEWA, CLARK, COLUMBIA, CRAWFORD, DANE, DODGE, DOOR, DUNN, EAU CLAIRE, FLORENCE (except area bordering Michigan State Line), FOND DU LAC, FOREST, GRANT, GREEN, GREEN LAKE, IOWA, IRON, JACKSON, JEFFERSON, JUNEAU, KEWAUNEE, LA CROSSE, LAFAYETTE, LANGLADE, LINCOLN, MANITOWOC, MARATHON, MARINETTE (except N.E. corner), MARQUETTE, MENOMINEE, MONROE, OCONTO, ONEIDA, OUTAGAMIE, PEPIN, PIERCE (E.

of Hwys 29 & 65), POLK (E. of Hwys 35, 48 & 65), PORTAGE, PRICE, RICHLAND, ROCK, RUSK, SAUK, SAWYER, SHAWANO, SHEBOYGAN, ST CROIX (E. of Hwy 65), TAYLOR, TREMPEALEAU, VERNON, VILAS, WALWORTH, WASHBURN, WAUPACA, WAUSHARA, WINNEBAGO, AND WOOD

COUNTIES

CARPENTER

CARPENTER...................$ 29.06 13.36

MILLWRIGHT..................$ 30.66 13.36

PILEDRIVER..................$ 29.56 13.36

CARP0252-010 05/27/2007

ASHLAND COUNTY

Carpenters

Carpenter...................$ 23.82 11.26 Millwright..................$ 27.71 11.26 Pile Driver.................$ 24.81 10.43

CARP0264-003 06/01/2008

KENOSHA, MILWAUKEE, OZAUKEE, RACINE, WAUKESHA, AND WASHINGTON

CARPENTER........................$ 30.52 14.41

CARP0361-004 05/01/2008

BAYFIELD (Western 1/3) AND DOUGLAS COUNTIES

Rates Fringes

CARPENTER........................$ 29.77 13.40

CARP2337-001 06/01/2008

ZONE A: MILWAUKEE, OZAUKEE, WAUKESHA AND WASHINGTON

ZONE B: KENOSHA & RACINE

PILEDRIVERMAN

Zone A......................$ 27.25 19.46 Zone B......................$ 24.47 19.46

CARP2337-003 06/02/2008

Rates Fringes

MILLWRIGHT

Zone A......................$ 27.92 19.08 Zone B......................$ 26.82 19.08

ZONE DEFINITIONS

ZONE A: MILWAUKEE, OZAUKEE, WAUKESHA AND WASHINGTON COUNTIES

ZONE B: KENOSHA & RACINE COUNTIES

ELEC0014-002 06/01/2007

ASHLAND, BARRON, BAYFIELD, BUFFALO, BURNETT, CHIPPEWA, CLARK

(except Maryville, Colby, Unity, Sherman, Fremont, Lynn & Sherwood), CRAWFORD, DUNN, EAU CLAIRE, GRANT, IRON, JACKSON, LA

CROSSE, MONROE, PEPIN, PIERCE, POLK, PRICE, RICHLAND, RUSK, ST

CROIX, SAWYER, TAYLOR, TREMPEALEAU, VERNON, AND WASHBURN

Electricians:....................$ 28.91 27.8%+6.60

ELEC0127-002 06/01/2008

KENOSHA COUNTY

Rates Fringes

Electricians:....................$ 33.59 28%+7.56

ELEC0158-002 06/02/2008

BROWN, DOOR, KEWAUNEE, MANITOWOC (except Schleswig), MARINETTE(Wausuakee and area South thereof), OCONTO, MENOMINEE (East of a ine 6 miles West of the West boundary of Oconto County), SHAWANO (Except Area North of Townships of Aniwa and Hutchins) COUNTIES

Electricians:....................$ 27.27 26.75%+7.62

ELEC0159-003 06/01/2008

COLUMBIA, DANE, DODGE (Area West of Hwy 26, except Chester and Emmet Townships), GREEN, LAKE (except Townships of Berlin, Seneca, and St. Marie), IOWA, MARQUETTE (except Townships of Neshkoka, Crystal Lake, Newton, and Springfield), and SAUK

Electricians:....................$ 31.00 3%+15.77

ELEC0219-004 06/02/2008

FLORENCE COUNTY (Townships of Aurora, Commonwealth, Fern, Florence and Homestead) AND MARINETTE COUNTY (Township of Niagara)

Electricians:

Electrical contracts over $90,000.....................$ 27.61 15.03 Electrical contracts under $90,000.....................$ 25.42 14.96

* ELEC0242-005 05/31/2009

DOUGLAS COUNTY

Rates Fringes

Electricians:....................$ 32.28 59.25%

ELEC0388-002 03/01/2007

ADAMS, CLARK (Colby, Freemont, Lynn, Mayville, Sherman, Sherwood, Unity), FOREST, JUNEAU, LANGLADE, LINCOLN, MARATHON, MARINETTE (Area North of the town of Wausaukee), MENOMINEE (Area West of a line 6 miles West of the West boundary of Oconto County), ONEIDA, PORTAGE, SHAWANO (Area North of the townships of Aniwa and Hutchins), VILAS AND WOOD COUNTIES

Electricians:....................$ 27.68 15.23

ELEC0430-002 06/01/2008

RACINE COUNTY (Except Burlington Township)

Rates Fringes

Electricians:....................$ 32.212 17.18

ELEC0494-005 06/01/2008

MILWAUKEE, OZAUKEE, WASHINGTON, AND WAUKESHA COUNTIES

Rates Fringes

Electricians:....................$ 31.14 14.85%+$13.95

ELEC0494-006 06/01/2008

CALUMET (Township of New Holstein), DODGE (East of Hwy 26 including Chester Township), FOND DU LAC, MANITOWOC (Schleswig), and SHEBOYGAN COUNTIES

Electricians:....................$ 28.33 3%+$17.21

ELEC0577-003 06/01/2008

CALUMET (except Township of New Holstein), GREEN LAKE (N. part including Townships of Berlin, St Marie, and Seneca), MARQUETTE (N. part including Townships of Crystal Lake, Neshkoro, Newton, and Springfield), OUTAGAMIE, WAUPACA, WAUSHARA, AND WINNEBAGO

Electricians:....................$ 27.40 26.5%+7.65

ELEC0890-003 12/01/2007

DODGE (Emmet Township only), GREEN, JEFFERSON, LAFAYETTE, RACINE (Burlington Township), ROCK AND WALWORTH COUNTIES

Electricians:....................$ 28.34 26.45%+8.11

ELEC0953-001 06/01/2008

Rates Fringes

Line Construction:

(1) Lineman.................$ 34.57 4.75+29%

(2) Heavy Equipment Operator....................$ 31.11 4.75+29%

(3) Equipment Operator......$ 27.66 4.75+29%

(4) Heavy Groundman Driver..$ 24.20 4.75+29%

(5) Light Groundman Driver..$ 22.47 4.75+29%

(6) Groundsman..............$ 19.01 4.75+29%

ENGI0139-001 06/01/2008

KENOSHA, MILWAUKEE, OZAUKEE, RACINE, WASHINGTON, AND WAUKESHA

Power Equipment Operator Group 1.....................$ 35.26 16.60 Group 2.....................$ 34.76 16.60 Group 3.....................$ 34.26 16.60 Group 4.....................$ 33.97 16.60 Group 5.....................$ 32.09 16.60 Group 6.....................$ 26.94 16.60

EPA PREMIUMS:

Level "A" Protection: $3.00 per hour Level "B" Protection: $2.00 per hour Level "C" Protection: $1.00 per hour

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Cranes, Tower Cranes, Pedestal Tower Cranes and Derricks with or w/o attachments with a lifting capacity of over 100 tons; or Cranes, Tower Cranes, Pedestal Tower Cranes and Derricks with boom, leads, and/or jib lengths measuring 176 feet or longer; Self-Erecting Tower Cranes over 4000 lbs lifting capacity; All Cranes with Boom Dollies; Boring Machines (directional); Master Mechanic.

$0.50 additional per hour per 100 tons or 100 ft of boom over 200 ft or lifting capacity of crane over 200 tons to a maximum of 300 tons or 300 ft. Thereafter an increase of $0.01 per ft or ton, whichever is greater.

GROUP 2: Cranes, Tower Cranes, Pedestal Tower Cranes and Derricks with or without attachments with a lifting capacity of 100 tons or less; or Cranes, Tower Cranes Portable Tower Cranes, Pedestal Tower Cranes and Derricks with boom, leadsand/or jib lengths measuring 175 feet or less; Backhoes (excavators) 130,000 lbs and over; Caisson Rigs; Pile Drivers; Boring Machines (vertical or horizontal), Versi-Lift, Tri-Lift, Gantry 20,000 lbs & over.

GROUP 3: Backhoe (excavator) under 130,000 lbs;Self-erecting Tower Crane 4000 lbs & under lifting capacity;Traveling Crane (bridge type); Skid Rigs; Dredge Operator; Mechanic;

Concrete Paver (over 27E); Concrete Spreader and Distributor; Forklift/ Telehandler (machinery- moving / steel erection); Hydro Blaster, 10,000 psi and over

GROUP 4: Material Hoists; Stack Hoists; Hydraulic Backhoe (tractor or truck mounted); Hydraulic Crane, 5 tons or under (tractor or truck mounted); Hoist (tuggers 5 tons & over); Hydro-Excavators/Daylighters; Concrete Pumps Rotec type Conveyors; Tractor/Bulldozer/End Loader (over 40 hp);

Motor Patrol; Scraper Operator; Sideboom; Straddle Carrier;

Welder; Bituminous Plant and Paver Operator; Roller over 5 tons; Rail Leveling Machine (Railroad); Tie Placer; Tie Extractor; Tie Tamper; Stone Leveler; Rotary Drill Operator and Blaster; Percussion Drill Operator; Air Track Drill and/or Hammers; Gantrys (under 20,000 lbs); Tencher (wheel type or chain type having 8 inch or larger bucket); Milling Machine; Off-Road Material Haulers.

GROUP 5: Backfiller; Concrete Auto Breaker (large); Concrete Finishing Machines (road type); Rubber Tired Roller;

Concrete Batch Hopper; Concrete Conveyor Systems; Grout Pumps; Concrete Mixers (14S or over); Screw Type Pumps and Gypsum Pumps; Tractor, Bulldozer, End Loader (under 40 hp);

Trencher (chain type, bucket under 8 inch); Industrial Locomotives; Rollers under 5 tons; Stump Grinder/Chipper (Large); Timber Equipment; Firemen (pile drivers and derricks); Personnel Hoist, Telehandler over 8000 lbs;

Robotic Tool Carrier with or without attachments

GROUP 6: Tampers - Compactors (riding type); Assistant Engineer; A-Frames and Winch Trucks; Concrete Auto Breaker;

Hydrohammers (small); Brooms and Sweepers; Hoist (tuggers under 5 tons); Boats (Tug, Safety, Work Barges, Launch);

Shouldering Machine Operator; Prestress Machines; Screed Operator; Stone Crushers and Screening Plants; Screed Operators (milling machine), Farm or Industrial Tractor

Mounted Equipment; Post Hole Digger; Fireman (asphalt plants); Air Compressors over 400 CFM; Generators, over 150 KW; Augers (vertical and horizontal); Air, Electric, Hydraulic Jacks (slipform); Skid Steer Loaders (with or without attachments); Boiler Operators (temporary heat);

Refrigeration Plant/Freeze Machines; Power Pack Vibratory/Ultra Sound Drivers and Extractors; Welding Machines; Heaters (mechanical); Pumps; Winches (small electric); Oiler and Greaser; Rotary Drill Tender;

Conveyor; Forklifts/Telehandler 8000 lbs & under;

Elevators: Automatic Hoists; Pumps (well points);

Combination Small Equipment Operators

ENGI0139-003 06/01/2008

REMAINING COUNTIES

Rates Fringes

Power Equipment Operator Group 1.....................$ 32.12 16.20 Group 2.....................$ 31.12 16.20 Group 3.....................$ 30.42 16.20 Group 4.....................$ 29.89 16.20 Group 5.....................$ 27.82 16.20 Group 6.....................$ 27.19 16.20

EPA PREMIUMS:

Level "A" Protection: $3.00 per hour Level "B" Protection: $2.00 per hour Level "C" Protection: $1.00 per hour

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Cranes, Tower Cranes and Derricks with or without attachments with a lifting capacity of over 100 tons;

Cranes, Tower Cranes, and Derricks with boom, leads and/or jib lengths 176 ft or longer.

GROUP 2: Backhoes (Excavators) weighing 130,00 lbs and over;

Cranes, Tower Cranes and Derricks with or without attachments with a lifting capacity of 100 tons or less;

Cranes, Tower Cranes, and Derricks with boom, leads, and/or jib lengths 175 ft or less; Caisson Rigs; Pile Driver

GROUP 3: Backhoes (Excavators) weighing under 130,000 lbs;

Travelling Crane (bridge type); Milling Machine; Concrete Paver over 27 E; Concrete Spreader and Distributor;

Concrete Laser Screed; Concrete Grinder and Planing Machine; Slipform Curb and Gutter Machine; Boring Machine (Directional); Dredge Operator; Skid Rigs; over 46 meter Concrete Pump.

GROUP 4: Hydraulic Backhoe (tractor or truck mounted);

Hydraulic Crane, 10 tons or less; Tractor, Bulldozer, or End Loader (over 40 hp); Motor Patrol; Scraper Operator;

Bituminous Plant and Paver Operator; Screed-Milling

Machine; Roller over 5 tons; Concrete pumps 46 meter and under; Grout Pumps; Rotec type machine; Hydro Blaster, 10,000 psi and over; Rotary Drill Operator; Percussion Drilling Machine; Air Track Drill with or without integral hammer; Blaster; Boring Machine (vertical or horizontal);

Side Boom; Trencher, wheel type or chain type having 8 inch or larger bucket; Rail Leveling Machine (Railroad); Tie Placer; Tie Extractor; Tie Tamper; Stone Leveler; Straddle Carrier; Material Hoists; Stack Hoist; Man Hoists; Mechanic and Welder; Off Road Material Haulers.

GROUP 5: Tractor, Bulldozer, or Endloader (under 40 hp);

Tampers -Compactors, riding type; Stump Chipper, large;

Roller, Rubber Tire; Backfiller; Trencher, chain type (bucket under 8 inch); Concrete Auto Breaker, large;

Concrete Finishing Machine (road type); Concrete Batch Hopper; Concrete Conveyor Systems; Concrete Mixers, 14S or over; Pumps, Screw Type and Gypsum); Hydrohammers, small;

Brooms and Sweeeprs; Lift Slab Machine; Roller under 5 tons; Industrial Locomotives; Fireman (Pile Drivers and Derricks); Pumps (well points); Hoists, automatic; A-Frames and Winch Trucks; Hoists (tuggers); Boats (Tug, Safety, Work Barges and Launches); Assistant Engineer

GROUP 6: Shouldering Machine Operator; Farm or Industrial Tractor mounted equipment; Post Hole Digger; Auger (vertical and horizontal); Skid Steer Loader with or without attachments; Robotic Tool Carrier with or without attachments; Power Pack Vibratory/Ultra Sound Driver and Extractor; Fireman (Asphalt Plants); Screed Operator; Stone Crushers and Screening Plants; Air, Electric, Hydraulic Jacks (Slip Form); Prestress Machines; Air Compressor, 400 CFM or over; Refrigeration Plant/Freese Machine; Boiler Operators (temporary heat); Forklifts; Welding Machines;

Generators; Pumps over 3"; Heaters, Mechanical; Combination small equipment operator; Winches, small electric; Oiler;

Greaser; Rotary Drill Tender; Conveyor; Elevator Operator

IRON0008-002 06/01/2008

BROWN, CALUMET, DOOR, FOND DU LAC, KEWAUNEE, MANITOWOC,

MARINETTE, OCONTO, OUTAGAMI, SHAWANO, SHEBOYGAN, AND WINNEBAGO

COUNTIES:

IRONWORKER.......................$ 27.73 19.04

* IRON0008-003 06/01/2009

KENOSHA, MILWAUKEE, OZAUKEE, RACINE, WALWORTH (N.E. 2/3),

WASHINGTON, AND WAUKESHA COUNTIES

IRONWORKER.......................$ 30.51 20.59

IRON0383-001 06/01/2008

ADAMS, COLUMBIA, CRAWFORD, DANE, DODGE, FLORENCE, FOREST,

GRANT, GREENE, (Excluding S.E. tip), GREEN LAKE, IOWA, JEFFERSON, JUNEAU, LA CROSSE, LAFAYETTE, LANGLADE, MARATHON, MARQUETTE, MENOMINEE, MONROE, PORTAGE, RICHLAND, ROCK (Northern area, vicinity of Edgerton and Milton), SAUK, VERNON, WAUPACA, WAUSHARA, AND WOOD COUNTIES

IRONWORKER.......................$ 30.30 15.73

* IRON0512-008 05/01/2009

BARRON, BUFFALO, CHIPPEWA, CLARK, DUNN, EAU CLAIRE, JACKSON,

PEPIN, PIERCE, POLK, RUSK, ST CROIX, TAYLOR, AND TREMPEALEAU

IRONWORKER.......................$ 33.80 20.44

IRON0512-021 05/01/2009

ASHLAND, BAYFIELD, BURNETT, DOUGLAS, IRON, LINCOLN, ONEIDA,

PRICE, SAWYER, VILAS AND WASHBURN COUNTIES

IRONWORKER.......................$ 29.76 19.50

LABO0113-002 06/01/2008

MILWAUKEE AND WAUKESHA COUNTIES

Rates Fringes

Laborers:

Group 1.....................$ 23.26 14.18 Group 2.....................$ 23.41 14.18 Group 3.....................$ 23.61 14.18 Group 4.....................$ 23.76 14.18 Group 5.....................$ 23.91 14.18 Group 6.....................$ 19.75 14.18

LABORERS CLASSIFICATIONS

GROUP 1: General Laborer; Tree Trimmer; Conduit Layer;

Demolition and Wrecking Laborer; Guard Rail, Fence, and

Bridge Builder; Landscaper; Multiplate Culvert Assembler;

Stone Handler; Bituminous Worker (Shoveler, Loader, and Utility Man); Batch Truck Dumper or Cement Handler;

Bituminous Worker (Dumper, Ironer, Smoother, and Tamper);

Concrete Handler

GROUP 2: Air Tool Operator; Joint Sawer and Filler (Pavement); Vibrator or Tamper Operator (Mechanical Hand Operated); Chain Saw Operator; Demolition Burning TOrch Laborer

GROUP 3: Bituminous Worker (Raker and Luteman); Formsetter (Curb, Sidewalk, and Pavement); Strike Off Man

GROUP 4: Line and Grade Specialist

GROUP 5: Blaster and Powderman

GROUP 6: Flagperson; traffic control person

LABO0113-003 06/01/2008

OZAUKEE AND WASHINGTON COUNTIES

Rates Fringes

Laborers:

Group 1.....................$ 22.51 14.18 Group 2.....................$ 22.61 14.18 Group 3.....................$ 22.66 14.18 Group 4.....................$ 22.86 14.18 Group 5.....................$ 22.71 14.18 Group 6.....................$ 19.60 14.18

LABORERS CLASSIFICATIONS

GROUP 1: General Laborer; Tree Trimmer; Conduit Layer;

Demolition and Wrecking Laborer; Guard Rail, Fence, and Bridge Builder; Landscaper; Multiplate Culvert Assembler;

Stone Handler; Bituminous Worker (Shoveler, Loader, and Utility Man); Batch Truck Dumper or Cement Handler;

Bituminous Worker (Dumper, Ironer, Smoother, and Tamper);

Concrete Handler

GROUP 2: Air Tool Operator; Joint Sawer and Filler (Pavement); Vibrator or Tamper Operator (Mechanical Hand Operated);

GROUP 3: Bituminous Worker (Raker and Luteman); Formsetter (Curb, Sidewalk, and Pavement); Strike Off Man

GROUP 4: Line and Grade Specialist

GROUP 5: Blaster; powderman

GROUP 6: Flagperson and Traffic Control Person

LABO0113-011 06/01/2008

KENOSHA AND RACINE COUNTIES

Rates Fringes

LABORERS

Group 1.....................$ 21.52 14.98 Group 2.....................$ 21.67 14.98 Group 3.....................$ 21.87 14.98 Group 4.....................$ 21.84 14.98 Group 5.....................$ 22.17 14.98 Group 6.....................$ 18.66 14.98

LABORERS CLASSIFICATIONS:

GROUP 1: General laborer; Tree Trimmer; Conduit Layer;

Demolition and Wrecking Laborer; Guard Rail, Fence, and Bridge Builder; Landscaper; Multiplate Culvert Assembler;

Stone Handler; Bituminous Worker (Shoveler, Loader, and Utility Man); Batch Truck Dumper or Cement Handler;

Bituminous worker (Dumper, Ironer, Smoother, and Tamper);

Concrete Handler

GROUP 2: Air Tool Operator; Joint Sawer and Filler (Pavement); Vibrator or Tamper Operator (Mechanical Hand Operated); Chain Saw Operator; Demolition Burning Torch Laborer

GROUP 3: Bituminous Worker (Raker and Luteman); Formsetter (Curb, Sidewalk, and Pavement); Strike Off Man

GROUP 4: Line and Grade Specialist

GROUP 5: Blaster and Powderman

GROUP 6: Flagman; traffic control person

LABO0140-002 06/01/2008

ADAMS, ASHLAND, BARRON, BAYFIELD, BROWN, BUFFALO, BURNETT,

CALUMET, CHIPPEWA, CLARK, COLUMBIA, CRAWFORD, DODGE, DOOR,

DOUGLAS, DUNN, EAU CLAIRE, FLORENCE, FOND DU LAC, FOREST,

GRANT, GREEN, GREEN LAKE, IRON, JACKSON, JUNEAU, IOWA,

JEFFERSON, KEWAUNEE, LA CROSSE, LAFAYETTE, LANGLADE, LINCOLN,

MANITOWOC, MARATHON, MARINETTE, MARQUETTE, MENOMINEE, MONROE,

OCONTO, ONEIDA, OUTAGAMIE, PEPIN, PIERCE, POLK, PORTAGE, PRICE,

RICHLAND, ROCK, RUSK, SAUK, SAWYER, SHAWANO, SHEBOYGAN, ST.

CROIX, TAYLOR, TREMPEALEAU, VERNON, VILLAS, WALWORTH, WASHBURN,

WAUPACA, WAUSHARA, WINNEBAGO, AND WOOD COUNTIES

Laborers:

Group 1.....................$ 23.87 11.75 Group 2.....................$ 23.97 11.75 Group 3.....................$ 24.02 11.75 Group 4.....................$ 24.22 11.75 Group 5.....................$ 24.07 11.75 Group 6.....................$ 20.50 11.75

LABORERS CLASSIFICATIONS

GROUP 1: General Laborer; Tree Trimmer; Conduit Layer;

Demolition and Wrecking Laborer; Guard Rail, Fence, and Bridge Builder; Landscaper; Multiplate Culvert Assembler;

Stone Handler; Bitminous Worker (Shoveler, Loader, and Utility Man); Batch Truck Dumper or Cement Handler;

Bituminous Worker (Dumper, Ironer, Smoother and Tamper);

Concrete Handler

GROUP 2: Air Tool Operator; Joint Sawer and Filler (Pavement); Vibrator or Tamper Operator (Mechanical Hand Operated)

GROUP 3: Bituminous Worker (Raker and Luteman); Formsetter (Curb, Sidewalk and Pavement); Strike Off Man

GROUP 4: Line and Grade Secialist

GROUP 5: Blaster; powderman

GROUP 6: Flagperson; Traffic Control

LABO0464-003 06/01/2008

DANE COUNTY

Rates Fringes

Laborers:

Group 1.....................$ 24.15 11.75 Group 2.....................$ 24.25 11.75 Group 3.....................$ 24.30 11.75 Group 4.....................$ 24.50 11.75 Group 5.....................$ 24.35 11.75 Group 6.....................$ 20.50 11.75

LABORERS CLASSIFICATIONS:

GROUP 1: General Laborer; Tree Trimmer; Conduit Layer;

Demolition and Wrecking Laborer; Guard Rail, Fence, and Bridge Builder; Landscaper; Multiplate Culvert Assembler;

Stone Handler; Bituminous Worker (Shoveler, Loader, and Utility Man); Batch Truck Dumper or Cement Handler;

Bituminious Worker (Dumper, Ironer, Smoother, and Tamper);

Concrete Handler

GROUP 2: Air Tool Operator; Joint Sawer and Filler (Pavement); Vibrator or Tamper Operator (Mechanical Hand

Operated); Chain Saw Operator; Demolition Burning Torch Laborer

GROUP 3: Bituminous Worker (Raker and Luteman); Formsetter (Curb, Sidewalk, and Pavement); Strike Off Man

GROUP 4: Line and Grade Specialist

GROUP 5: Blaster; Powderman

GROUP 6: Flagperson and Traffic Control Person

PAIN0106-008 05/01/2008

ASHLAND, BAYFIELD, BURNETT, AND DOUGLAS COUNTIES

Rates Fringes

Painters:

New:

Brush, Roller..............$ 27.41 12.52 Spray, Sandblast, Steel....$ 28.01 12.52 Repaint:

Brush, Roller..............$ 25.91 12.52 Spray, Sandblast, Steel.