Amendment 0001.pdf

W81ET491342797

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

RE: Emsw orth Locks and Dam, Back Channel Abutment Stabilization

This amendment is issued to to extend the bid opening datek to address questions received, to make revisions to the specifications and draw ings, to add Line Item 0050 to the Bid Schedule, to provide HTRW Results, to add list of site visit sttendees, and to update the Wage Determination.

1. CONTRACT ID CODE PAGE OF PAGES

J

FAR (48 CFR) 53.243

1 26

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

16C. DATE SIGNED

BY 15-Jul-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 W911WN-09-B-0007

X 9B. DATED (SEE ITEM 11)

18-Jun-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 X is extended, is not extended.

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

(a) By completing Items 8 and 15, and returning 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

15-Jul-2009

CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CECT-LRP

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2116

PITTSBURGH PA 15222-4186

W911WN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911WN-09-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 20-Jul-2009 01:00 PM to 23-Jul-2009 11:00 AM.

The following have been added by full text:

SECTION 00010 BID SCHEDULE

Bid Schedule

ITEM DESCRIPTION EST. QTY U/M UNIT PRICE AMOUNT

0001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT BOND

PREMIUMS

1 LS NOT TO EXCEED $

0002 MOBILIZATION AND DEMOBILIZATION 1 LS $ $

0003 INSTRUMENTATION - INSTALLATION,

MONITORING, DATA REDUCTION AND

INTERPRETATION, AND REPORTING

1 LS $ $

0004 MONTHLY PROGRESS IMAGES 9 MO $ $

0005 LAYDOWN AND STAGING AREA 1 LS $ $

0006 FENCE REMOVAL AND NEW IN-KIND

REPLACEMENT (143 LF, INCLUDING 1-

DOUBLE SWING ENTRANCE GATE AND

1-PERSONNEL GATE)

0007 DEMOLITION OF POSTS AND CABLES 70 LF $ $

0008 EARTHWORK - WORK PLATFORM

BEHIND ABUTMENT WALL

1200 CY $ $

0009 WORK PLATFORM, AGGREGATE BASE

COURSE

214 SY $ $

0010 WORK PLATFORM RESTORATION,

GROUTED R-3 RIPRAP OVER FS-1 FILTER

STONE ON PLATFORM

214 SY $ $

0011 WORK PLATFORM RESTORATION,

GROUTED R-4 RIPRAP OVER FS-2 FILTER

STONE ON CUT SLOPE

420 SY $ $

0012 WORK PLATFORM RESTORATION,

TRENCH DRAIN

120 LF $ $

0013 NON-CONTAMINATED MATERIAL,

TEMPORARY STORAGE AND OFFSITE

DISPOSAL

960 CY $ $

0014 CONTAMINATED MATERIAL,

TEMPORARY STORAGE AND OFFSITE

DISPOSAL

240 CY $ $

0015 CHEMICAL DATA QUALITY CONTROL 1 LS $ $

0016 DRILLING HOLES IN CONCRETE FOR 7-

INCH DIAMETER MICROPILES

468 LF $ $

0017 DRILLING HOLES IN SOIL FOR 7-INCH

DIAMETER MICROPILES

732 LF $ $

0018 DRILLING HOLES IN ROCK FOR 7-INCH

200 LF $ $

0019 PREGROUTING HOLES (ROCK SECTION)

FOR MICROPILES

120 BAGS $ $

0020 REDRILLING GROUTED HOLES FOR

WATERTIGHTNESS TESTING FOR 7-INCH

200 LF $ $

0021 WATERTIGHTNESS TESTING FOR 7-INCH

20 EA $ $

0022 7-INCH DIAMETER MICROPILES AT

LANDSIDE

7 EA $ $

0023 7-INCH DIAMETER MICROPILES AT

RIVERSIDE

13 EA $ $

0024 ABANDONMENT OF HOLES FOR

MICROPILES AT LANDSIDE

2 EA $ $

0025 ABANDONMENT OF HOLES FOR

MICROPILES AT RIVERSIDE

2 EA $ $

0026 CLEAN OUT EXISTING WEEP HOLES

THROUGH ABUTMENT WALL

0027 DRILL NEW 4-INCH DIAMETER WEEP

HOLES THROUGH ABUTMENT WALL

4 EA $ $

0028 ABUTMENT COMBINATION WALL, 48-

INCH DIAMETER BY 1/2-INCH THICK PIPE

PILE/CASING

912 LF $ $

0029 ABUTMENT COMBINATION WALL, PZC

18 METAL SHEET PILING

1862 LF $ $

0030 ABUTMENT COMBINATION WALL,

HP12X53 END PILE

38 LF $ $

0031 ABUTMENT COMBINATION WALL,

W33X263 KING PILE (PILES K1 TO K6 AND

K19 TO K24)

12 EA $ $

0032 ABUTMENT COMBINATION WALL,

STIFFENED W33x263 KING PILE (PILES K7

TO K18)

12 EA $ $

0033 ABUTMENT COMBINATION WALL, 42-

INCH DIAMETER ROCK SOCKET

384 LF $ $

0034 ABUTMENT COMBINATION WALL,

CONCRETE FOR SOCKETED PIPE PILES

544 CY $ $

0035 ABUTMENT COMBINATION WALL,

REINFORCED CONCRETE CAP/SLAB

43 CY $ $

0036 DRILLING CASED HOLES IN CONCRETE

FOR ROCK ANCHORS

87 LF $ $

0037 DRILLING CASED HOLES IN SOIL FOR

ROCK ANCHORS

390 LF $ $

0038 DRILLING HOLES IN ROCK FOR ROCK

ANCHORS (PARTLY CASED)

222 LF $ $

0039 PREGROUTING HOLES (BOND ZONE) FOR

ROCK ANCHORS

134 BAGS $ $

0040 REDRILLING GROUTED HOLES FOR

WATERTIGHTNESS TESTING OF ROCK

ANCHORS

222 LF $ $

0041 WATERTIGHTNESS TESTING FOR ROCK

ANCHORS

6 EA $ $

0042 FURNISH AND INSTALL ROCK ANCHORS

(INCLUDING ALL COMPONENTS)

6 EA $ $

0043 PERFORMANCE TESTS FOR ROCK

ANCHORS (INCLUDING ALL TEST

COMPONENTS, RECORDS, DATA

REDUCTION, REPORTING, RETESTING,

1 EA $ $

AND LIFTOFF AND LOCKOFF)

0044 PROOF TESTS FOR ROCK ANCHORS

(INCLUDING ALL TEST COMPONENTS,

RECORDS, DATA REDUCTION,

REPORTING, RETESTING, AND LIFTOFF

AND LOCKOFF)

5 EA $ $

0045 ABUTMENT COMBINATION WALL,

REPLACE SALVAGED GRADED RIPRAP

AND DERRICK STONE AGAINST

ABUTMENT SECTION AND BEHIND

SLOPE SECTION OF COMBINATION WALL

0046 ABUTMENT WALL REPAIR AND ROCK

ANCHOR RECESSES, CONCRETE

REMOVAL AND OTHER DEMOLITION

162 CY $ $

0047 ABUTMENT WALL REPAIR, DOWELED

AND REINFORCED CONCRETE REPAIRS,

ROCK ANCHOR ENCASEMENT, AND

MISCELLANEOUS CONCRETE REPAIR

WORK

190 CY $ $

0048 ABUTMENT WALL REPAIR, INSTALL

NEW HANDRAIL

152 LF $ $

0049 PROJECT AND SAFETY SIGNS 1 LS $ $

0050 BOLLARD INSTALLATION 3 EA $ $

SUBTOTAL, ITEMS 0001 THRU 0050, INCLUSIVE $

* ALL QUANTITIES ARE ESTIMATED, EXCEPT WHERE THE UNIT IS GIVEN AS "LS" OR "EA".

DO NOT ROUND OFF TOTALS. IN CASE OF A VARIATION BETWEEN THE UNIT PRICE AND THE

EXTENSION, THE UNIT PRICE WILL BE CONSIDERED TO BE THE BID. IF A MODIFICATION TO A BID BASED ON UNIT PRICES IS SUBMITTED, WHICH PROVIDES FOR A LUMP SUM ADJUSTMENT TO THE

TOTAL ESTIMATED COST, THE APPLICATION OF THE LUMP SUM ADJUSTMENT TO EACH UNIT

PRICE IN THE BID SCHEDULE MUST BE STATED. IF IT IS NOT STATED, THE BIDDER AGREES THAT THE LUMP SUM ADJUSTMENT SHALL BE APPLIED ON A PRORATA BASIS TO EVERY UNIT PRICE IN THE BID SCHEDULE. IF ITEM NO. 1 IS NOT APPLICABLE BECAUSE THE BID IS UNDER $25,000, THE

BIDDER SHOULD STATE “N/A” IN THE SPACE PROVIDED FOR THE AMOUNT.

THE FOLLOWING IS A LIST OF ABBREVIATIONS AND THEIR MEANINGS AS USED IN THE PRICE

SCHEDULE UNDER U/M (UNIT OF MEASURE):

BAGS OF MATERIAL BAGS

CUBIC YARDS CY

EACH EA

LINEAR FOOT LF

LUMP SUM LS

MONTH MO

SQUARE YARDS SY

The following have been deleted:

SECTION 00010 BID SCHEDULE

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

AMENDMENT 0001

SPECIFICATIONS

Specifications and drawings are incorporated into the solicitation and are posted at www.fbo.gov as separate files.

Q1. Will the Corps shut off the outside gate during the work?

A1. Due to work on the main channel, no gate can be closed during the Back Channel Right Abutment work. An estimated gate schedule is shown in the specifications at the end of section 01 11 00. Gate 10, the closest gate to the right abutment will be restricted as much as possible but as the river elevation rises, so will the gate.

Q2. Can the scour rock at the base of the abutment be placed in the river?

A2. Drawing S-1120 states that the future work will have "reused derrick stone." As long as the scour stone is acceptable per section 35 31 19, the stone can be placed in a location that is approved by the contracting officer.

Q3. Special Provision 01 11 00, Paragraph 1.5.3.1 defines the Ordinary High Water Level (OHWL) as elevation 703.8. The last paragraph of this section requires the contractor to obtain all permits for placing fill material below the OHWL. Does this requirement include the Incremental Pre-Excavation and Backfill below Normal Pool (elevation 692.0) shown on Sheet S-3124 of the Contract Drawings?

A3. No, a permit does not need to be obtained for permanent work efforts below the OHWL.

The Government has a Section 404 permit from the state. If a contractor proposes to construct any temporary moorings/ramps/etc in the river, then he is responsible to get the additional permits then.

http://www.fbo.gov/

Q4. Section 00 41 00, Bid Schedule, Item 0006 includes 228 LF of New Fence, 1 each 12-foot and 24-foot wide double swing gates and 2 each 6-foot wide personnel gates. Section 01 22 00.00, Paragraph 1.1.6 indicates that there is 143 LF of New Fence, 1 double swing entrance gate and 1 personnel gate. Please review and clarify this discrepancy.

A4. Section 01 22 00.00, Paragraph 1.1.6 will be revised to indicate 228 LF of New Fence, 1 each 12-foot and 24-foot wide double swing gates and 2 each 6-foot wide personnel gates.

Q5. Section 01 22 00.00, Paragraph 1.1.10 references a Lump Sum Bid Item 0049 for Project and Safety Signs. This Bid Item is not listed on the Bid Schedule in Section 00 41 00.

A5. The Bid Item 0049 will be added to the Bid Schedule.

Q6. The solicitation allows for 450 calendar days (approximately 15 months) to complete the work. The bid quantity for Bid Item 0004, Monthly Progress Images is only 9 Months.

A6. Bid Item 0004, Monthly Progress Images will be revised to be 15 months.

Q7. The work required in Special Provision 13 50 00 involves installing 2 digital tilt meters, taking initial readings every 7 days over a 30-day period and then taking readings every 7 days during excavation work. The personnel requirement is to provide a full time on-site instrumentation coordinator for the life of the contract. Do you really intend to pay for a full time instrumentation coordinator for this work?

A7. This will be revised to the following: The On-Site Instrumentation Coordinator shall be employed at the site during the time the instrumentation is being installed. It is permissible for the CQC-SM to perform the collection and reporting as long as they are adequately trained to do so.

Q8. Division 1 - section 01 11 00. Can you please provide the phone no. for Mr. Bisbey?

A8. The cell phone number for James R. Bisbey is 412-812-5479.

Q9. Division 1 - section 01 18 00. Can you please provide the name and phone no. for Contact at Robinson Twp Municipal Authority?

A9. Phone number for Robinson Township Municipal Authority is 412-264-9520.

Q10. Division 2, section 02 41 00, paragraph 1.9.5 states that the contractor is to remove and dispose or re-Iocate existing debris in the Temporary Work Area Easement. At the prebid meeting on June 30, 2009 it was stated that the contractor will coordinate with the property owner to remove the debris and box trailers.

In the event the contractor is to dispose of the debris, can the Government provide us with a quantity and a better description of what is to be disposed? Would there be anything within the debris that would require special handling or treatment before disposal?

A10. To clarify, coordination with Mr. Bisby is needed for the placement of the trailers. There is no estimate for the quantity of material to be disposed of but there is no special handling or treatment required.

Q11. Division 2 - section 02 61 13 - Should the contractor assume the contaminated material excavated from the site is non-hazardous? There is a significant difference in handling and disposal costs if the material is hazardous versus non-hazardous.

A11. The contractor can assume that the contaminated material is non-hazardous, according to the HTRW phase II, but this is not a release of responsibility if hazardous material is found. Due diligence must be taken to ensure that excavated material is properly tested and properly disposed based on the testing.

Q12. Will the Government sign the manifests required for disposal of contaminated material?

A12. Yes, the Government will sign the waste manifests.

Q13. Division 3 - section 03 31 01.00 - Paragraph 1.4 states at the Government's option, samples and of aggregate for concrete will be taken and performed. Will the Government pay the costs for this sampling and testing?

A13. A Government representative will perform the testing on the aggregate.

Q14. Division 31 - section 31 6333 - If the contractor encounters obstructions during the micropile installation, and is required to abandon a drill hole, re-Iocate the drilling operation, and re-drill, will he be paid for the work in drilling the initial hole and the time required to re-Iocate?

A14. The drilling for the abandoned hole and the re-drill will be paid at the bid item unit price.

No payment for time will be made.

Q15. Division 35 - section 35 20 23 - If the contractor encounters deep obstructions during the drilling for the pipe and sheet piles, which cannot be penetrated or removed in accordance with the specifications, will he be paid for the time expended in attempting to penetrate the obstruction and the costs of re-design? In the event a re-design is necessary due to deep obstructions, will the Government require a review and approval of the re-design? If so, can you estimate the length of time the process will take?

A15. Payment will be made at the applicable bid item unit prices. No payment for time or re-design will be made. Any re-designs will be required to be reviewed and approved. The Government will expedite the review as quickly as possible upon submission of all applicable information.

Q16. Due to the complexities of the logistics of this project, would it be possible to postpone the bid date to July 30, 2009?

A16. The Government has obligations to meet for this fiscal year for the American Recovery and Reinvestment Act so the bid date can not be postponed.

Q17. Lump Sum Bid Item 0026 is for cleaning out existing weep holes. Special Provision 01 22

00.00 10, Section 1.1.8.1 states that weep holes are shown on the plans. The sections on sheets S- 3128 and S-3133 show weep holes, but none are in shown on the elevation views of the wall.

Please provide a quantity of weep holes that may need cleaned out.

A17. The exact number of existing weep holes has not been confirmed; however, it should be anticipated that four (4) weep holes will have to be cleaned out.

Q18. Please review and clarify the following apparent discrepancy in the earthwork bid items.

* Bid Item 0008 - 1,200 CY: Special Provision 01 22 00.00 10, Section 1.2.4 states this item is for earthwork for work bench behind wall.

* Bid Item 0013 - 960 CY: Special Provision 01 22 00.00 10, Section 1.2.8 states this item is for excavation, loading, hauling and disposal at off-site landfill.

* Bid Item 0014 - 240 CY: Special Provision 01 22 00.00 10, Section 1.2.9 states this item is for loading excavated material, hauling and disposal at off-site landfill.

A18. The Bid Item 0008 quantity is unchanged, as it only relates to work bench earthwork.

The Bid Item 0013 quantity should be changed to 1,004 CY to encompass micropile and anchor drilling spoils (additional 44 CY).

The Bid Item 0014 quantity is unchanged.

Also, refer to response to Question 19 (Q19).

Q19. Is the intent that Item 0008 is for excavation of all materials and Items 0013 & 0014 are for disposal only of non-contaminated or contaminated materials?

A19. Yes, it is the intent that Bid Item 0008 cover the excavation, grading, and related earthwork activities to develop the work bench behind the existing abutment wall, and that Bid Item 0013 and Bid Item 0014 cover the temporary storage and off-site disposition of excess materials from the work bench earthwork, and first drilling of micropiles and anchors (excludes redrilling), whether the excess materials are non-contaminated (Bid Item 0013) or contaminated (Bid Item 0014), recognizing that the material might have to be temporarily stored on site pending the results of analytical testing/chemical characterization.

Special Provision 01 22 00.00 10, Section 1.2.8 should state that this item is for loading excavated material, hauling and disposal at off-site landfill, similar to the language for Section

1.2.9. The excess material should include the drilling spoils from installation of the micropiles and rock anchors.

Q20. How many photographs need to be taken each month for job # W911WN-09-B-0007, Emsworth Back Channel Right Abutment Stabilization?

A20. Typically 25-30 photographs per month for the the thumbnails from which the monthly progress photos are selected.

Q21. Concerning Progress Photographs, Page 3, SD-11 Closeout Submittals. I understand everything about the Electronic Copy. I also understand Thumbnail Hard Copy prints. My question concerns the Glossy Prints of Selected Official Progress Images. How many prints are required per photograph taken and what size prints?

A21. Per Spec Sec 01 32 33, para. 3.1 - a minimum of 10 thumbnails are selected on a monthly basis for submission as the progress photos (8"x10" glossy prints) & 1 copy only needs to be submitted.

Q22. If 8X10 Glossy Prints are required for Closeout Submittals, does the identifying information need to be included on the back of each print?

A22. Per Spec Sec 01 32 33, para. 1.2.2 provides the answer. Identifying information needs to be provided on all photos taken.

Q23. Special Provision 35 20 23, Paragraph 1.5 indicates that the Bid Schedule lists estimated quantities of material to be removed/reused. Bid Item 0045 is a Lump Sum bid item for Remove/Replace Salvaged Rip Rap. Please provide the bid quantity.

A23. We don’t have a quantity for the Remove/Replace Salvaged Rip Rap because it is unknown.

AMENDMENT

Amendment No. 0001, Changes to Specifications

The revisions to the specifications listed above will be posted as soon as they are complete.

Changes have been made to these drawings listed:

LEMO_204_C-1051A.pdf LEMO_565_S-1120A.pdf

LEMO_565_S-5134A.pdf

The plans do not need to be revised for this amendment.

The following have been modified:

WAGE DETERMINATION

General Decision Number: PA080004 07/10/2009 PA4

Superseded General Decision Number: PA20070004

State: Pennsylvania

Construction Types: Heavy and Highway

Counties: Allegheny, Armstrong, Beaver, Bedford, Blair, Butler, Cambria, Cameron, Centre, Clarion, Clearfield, Clinton, Crawford, Elk, Erie, Fayette, Forest, Franklin, Fulton, Greene, Huntingdon, Indiana, Jefferson, Lawrence, McKean, Mercer, Mifflin, Potter, Somerset, Venango, Warren, Washington and Westmoreland Counties in Pennsylvania.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS (excluding sewer grouting projects and excluding sewage and water treatment plant projects)

Modification Number Publication Date 0 02/08/2008 1 02/22/2008 2 03/07/2008 3 03/21/2008 4 04/11/2008 5 05/30/2008 6 06/20/2008 7 06/27/2008 8 07/04/2008 9 07/18/2008 10 09/19/2008 11 10/03/2008 12 10/24/2008 13 11/07/2008 14 11/28/2008 15 12/05/2008 16 12/12/2008 17 12/19/2008 18 12/26/2008 19 01/02/2009 20 02/27/2009 21 03/06/2009 22 04/03/2009 23 04/17/2009 24 04/24/2009 25 05/01/2009

26 06/05/2009 27 06/12/2009 28 06/26/2009 29 07/03/2009 30 07/10/2009

BOIL0013-005 09/30/2008

CENTRE, FRANKLIN, POTTER, CLINTON, FULTON, HUNTINDON AND

MIFFLIN COUNTIES

Rates Fringes

BOILERMAKER......................$ 38.81 25.26

BOIL0154-004 06/01/2008

ALLEGHENY, ARMSTRONG, BEAVER, BEDFORD, BLAIR, BUTLER, CAMBRIA,

CAMERON, CLARION, CLEARFIELD, CRAWFORD, ELK, FAYETTE, FOREST,

GREENE, INDIANA, JEFFERSON, LAWRENCE, MCKEAN, MERCER, SOMERSET,

VENANGO, WARREN, WASHINGTON AND WESTMORELAND COUNTIES

BOILERMAKER......................$ 33.90 22.07

BOIL0744-003 07/01/2008

ERIE COUNTY

Rates Fringes

BOILERMAKER......................$ 35.34 18.48

BRPA0009-023 12/01/2008

BEAVER COUNTY

Rates Fringes

BRICKLAYER.......................$ 25.95 13.60

BRPA0009-024 12/01/2008

WASHINGTON (Cross Creek, Hanover, Jefferson, Mt Pleasant, Nottingham, Peters, Robinson, Smith, Union Twps) COUNTY

BRICKLAYER.......................$ 27.98 13.22

BRPA0009-025 12/01/2008

BUTLER, LAWRENCE, AND MERCER COUNTIES

BRICKLAYER.......................$ 25.95 13.48

BRPA0009-032 12/01/2008

FAYETTE (Jefferson & Washington Twps), GREENE (Except Cumberland, Dunkirk, Greene, Monongahelia Twps), INDIANA, AND WESTMORELAND (Rostraver Twp) COUNTIES

BRICKLAYER.......................$ 26.90 13.64

BRPA0009-033 12/01/2008

ARMSTRONG, CLARION (Brady, Madison, Perry, Tobe, Porter, Redbank Twps), FAYETTE (Except Jefferson & Washington Twps), GREENE (Cumberland, Dunkirk, Greene, Monongahelia Twps), INDIANA, AND WESTMORELAND (Except Rostrave Twp) COUNTIES

BRICKLAYER.......................$ 27.02 13.52

BRPA0009-034 05/01/2009

ERIE COUNTY

Rates Fringes

BRICKLAYER.......................$ 24.87 13.99

CARP2235-005 01/01/2009

Rates Fringes

PILEDRIVERMAN

Piledriverman (welder)......$ 29.15 12.10 Piledriverman...............$ 28.85 12.10

CARP2235-006 01/01/2007

Rates Fringes

Diver............................$ 40.40 10.77 Tender...........................$ 26.93 10.77

CARP2274-001 01/01/2009

CARPENTER (ALLEGHENY,

ARMSTRONG, BEAVER, BUTLER,

ERIE, FAYETTE, GREENE,

LAWRENCE, MERCER, WASHINGTON,

AND WESTMORELAND COUNTIES)

Carpenter (Welders).........$ 28.23 12.16 Carpenters..................$ 27.53 12.16

CARPENTER (BEDFORD, BLAIR,

CAMBRIA, CAMERON, CENTRE,

CLARION, CLINTON, CLEARFIELD,

CRAWFORD, ELK, FOREST,

FRANKLIN, FULTON, HUNTINGDON,

INDIANA, JEFFERSON, MCKEAN,

MIFFLIN, POTTER, SOMERSET,

VENANGO, AND WARREN COUNTIES)

Carpenters (Welders).......$ 27.99 12.16 Carpenters..................$ 27.28 12.16

ELEC0005-006 12/26/2008

ALLEGHENY, ARMSTRONG, BEDFORD, BLAIR, BUTLER CAMBRIA, CAMERON,

CENTRE (Remainder), CLARION, CLEARFIELD, ELK, FAYETTE, FULTON, GREENE, HUNTINGDON, INDIANA, JEFFERSON, MCKEAN, SOMERSET, VENANGO, WASHINGTON, AND WESTMORELAND COUNTIES

ELECTRICIAN......................$ 33.11 3%+$15.65

* ELEC0056-004 06/01/2009

ERIE, FOREST AND WARREN COUNTIES

Rates Fringes

ELECTRICIAN......................$ 25.90 3%+16.32

ELEC0126-005 06/01/2008

ALLEGHENY, ARMSTRONG, BEAVER, BEDFORD, BLAIR, CAMBRIA, CENTRE,

CLARION, CLEARFIELD, FAYETTE, FULTON, GREENE, HUNTINGDON,

INDIANA, JEFFERSON, SOMERSET, WASHINGTON AND WESTMORELAND

Line Construction:

Groundman...................$ 21.22 26%+5.55 Lineman.....................$ 37.45 26%+5.55 Truck Driver................$ 23.09 26%+5.55 Winch Truck Operator........$ 24.96 26%+5.55

ELEC0126-007 06/01/2008

FRANKLIN AND MIFFLIN COUNTIES

Groundman...................$ 19.63 26%+5.55 Lineman.....................$ 34.65 26%+5.55 Truck Driver................$ 21.36 26%+5.55 Winch Truck Operator........$ 23.10 26%+5.55

ELEC0143-007 06/01/2009

FRANKLIN and MIFFLIN COUNTIES

Rates Fringes

ELECTRICIAN......................$ 27.20 14.69

ELEC0712-003 03/02/2009

CRAWFORD, BEAVER, LAWRENCE AND MERCER COUNTIES

Rates Fringes

ELECTRICIAN......................$ 29.20 17.48

ELEC0812-008 06/01/2007

CLINTON COUNTY

Rates Fringes

ELECTRICIAN......................$ 24.34 14.58

ELEC0812-009 06/01/2007

POTTER COUNTY

Rates Fringes

ELECTRICIAN......................$ 25.35 14.61

ELEC0812-011 06/01/2007

CENTRE COUNTY (Burnside, Curtin, Liberty, Howard, Marion, Walker, Miles, Haines Townships)

ELECTRICIAN......................$ 25.35 14.61

ELEC1319-004 08/31/2008

BUTLER, CAMERON, CLINTON, CRAWFORD, ELK, ERIE, FOREST,

LAWRENCE, MCKEAN, MERCER, VENANGO, WARREN AND POTTER COUNTIES

Groundman...................$ 24.53 17.13 Heavy Equipment Operator....$ 39.17 17.13 Lineman.....................$ 39.57 17.13 Truck Drivers...............$ 25.72 17.13

ENGI0066-016 01/01/2009

Rates Fringes

Power equipment operators:

(ALLEGHENY, ARMSTRONG,

BEAVER, BLAIR, BUTLER,

CAMBRIA, CENTRE, CLARION,

CLEARFIELD, CRAWFORD, ERIE,

ELK, FAYETTE, GREENE,

INDIANA, JEFFERSON, LAWRENCE,

MCKEAN, MERCER, SOMERSET,

VENANGO, WARREN, WASHINGTON,

AND WESTMORELAND COUNTIES)

GROUP 1.....................$ 26.38 14.44

GROUP 2.....................$ 26.12 14.44

GROUP 3.....................$ 22.47 14.44

GROUP 4.....................$ 22.01 14.44

GROUP 5.....................$ 21.76 14.44

Power equipment operators:

(BEDFORD, CAMERON, CLINTON,

FOREST, FRANKLIN, FULTON,

HUNTINGDON, MIFFLIN, AND

POTTER COUNTIES)

GROUP 1.....................$ 26.09 14.44

GROUP 2.....................$ 25.81 14.44

GROUP 3.....................$ 22.17 14.44

GROUP 4.....................$ 21.68 14.44

GROUP 5.....................$ 21.47 14.44

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1 - Asphalt Paving Machine (Spreader), Autograde (C.M.I. and similar); Backfiller, Compactor with Blade, Backhoe - 360 and 180 degree Swing; Cableway; Caisson Drill (similar to Hugh Williams), Central Mix Plant; Cooling Plant; Concrete Paving Mixer, Concrete Pump (self-propelled); Cranes; Cranes (boom or mast over 101ft.$.50 per each additional 50 feet inclusive of jib), Cranes (Tower Stationary- Climbing Tower Crane); Derrick; Derrick Boat; Dozer(greater than 25,000 lbs.); Dragline; Dredge;

Dredge Hydraulic; Elevating Grader; Franki Pile Machine;

Gradall (remote control or otherwise),Grader (power-fine grade); Hllift (4 cy. and over); Hoist 2 Drums or more (in one unit); Hydraulic Boom Truck with pivotal cab (single motor-Pitman or similar), (Boom and Mast over 101 feet will be paid an additional 50 feet inclusive of jib if used;)

Kocal; Mechanic, Locomotive (std. Gauge); Metro-chip Harvester or similar; Milling Machine (Roto Mill or similar); Mix Mobile; Mix Mobile (with Self Loading Attachment), Mucking Machine (tunnel); Pile Driver Machine;

Pipe Extrusion Machine; Prespliter Drill (self contained);

Refrigeration Plant (soil Stablization) Rough Terrain Crane (25 ton over) (Boom and Mast over 101 feet will be paid an additional 50 feet inclusive of jib if used); Rough Terrain Crane (under 25 ton), Scrapers; Shovel-Power; Slip form Paver (C.M.I. and similar); Trenching Machine (30,000 lbs.

and over), Trenching Machine (under 30,000 lb.), Tunnell Machine (Mark XXI Jarva or similar), Vermeer Saw, Whirley, Mechanic, Pipe bursting machine, Slip Lining machine

GROUP 2: Asphalt plant operator; auger (tractor mtd.); auger (truck mtd.); belt loader (euclid or similar); boring machine; cable placer or layer; compactor with blade, concrete batch plant (electronically synchronized);

concrete belt placer (C.M.I. and similar); concrete finishing machine and spreader, concrete mixer (over 1 cy.)

concrete pump (stationary); core drill (truck or skid mtd.

- similar to penn drill), dozer (25,000 lbs or less); Ditch Witch Saw, force feedloader; fork lift (lull or similar);

grader - power; grease unit opertor (head); guard rail post driver (truck mounted) guard rail post driver (skid type);

hilift (under 4 cy.); skid steer loader; hydraulic boom truck (non-pivotal cab); job work boat (powered), jumbo operator; locomotive (narrow guage); minor equipment operator (accumulative four units); mucking machine;

multi-head saw (groover); overhead crane; roller -power-asphalt; ross carrier; side boom or tractor mounted boom;

shuttle buggy (asphalt), stone crusher (screening-washing plants); stone spreader (self propelled) truck mounted drill (davey or similar); welder and repairman; well point pump operator.

GROUP 3: Broom Finisher (C.M.I. or similar);

Compactors/Rollers (static or vibratory (Self-propelled) on dirt or stone; Curb Builder; Minor Equipment Opertor (two or three units); Multi-head Tie Tamper; Pavement Breaker (self-propelled or ridden); Soil Stablizer Machine; Tire Repairman; Tractor (snaking and hauling); Well Driller and Horizontal: Winch or "A" Frame Truck (when hoisting and lowering).

GROUP 4: Ballast Regulator; Compressor; Concrete Mixer (1

cy. & under with skip); Concrete Saw (Ridden or selp-propelled); Conveyor; Elevator (Material hauling only); Fork-lift (Ridden or self-propelled); Form Line Machine; Generator; Groute Pump; Heater (Machinical); Hoist (single Drum); Ladavator, Light Plant; Mulching Machine;

Personnel Boat (Powered), Pulverizer, Pumps, Seeding Machine, spray Cure Machine (powered Driven); Subgrader;

Tie Puller; Tugger; Welding Machine (Gas or Diesel).

GROUP 5: Deck Hand; Farm Tractor; Fireman on Boiler; Oiler;

Power Broom; Side Delivery Shoulder Spreader (attachment).

IRON0003-001 06/01/2009

ALLEGHENY, FAYETTE, WESTMORELAND, CAMBRIA, INDIANA, ARMSTRONG,

BUTLER, BEAVER, CLARION, AND WASHINGTON COUNTIES

IRONWORKER.......................$ 29.43 21.25

IRON0207-002 06/01/2009

LAWRENCE, MERCER, AND VENANGO COUNTIES

Rates Fringes

IRONWORKER.......................$ 26.66 16.83

IRON0348-002 06/01/2009

CRAWFORD, ERIE, FOREST, AND WARREN COUNTIES

Rates Fringes

IRONWORKER.......................$ 25.33 20.17

IRON0404-008 07/01/2009

FRANKLIN (Remainder), HUNTINGDON (Remainder), AND MIFFLIN

COUNTIES

IRONWORKER, STRUCTURAL...........$ 27.07 21.85

IRON0549-002 12/01/2008

GREENE COUNTY

Rates Fringes

IRONWORKER.......................$ 28.75 10%+15.69

IRON0568-004 05/01/2009

BEDFORD, FRANKLIN (Southwest 1/3), FULTON, HUNTINGDON (Western

2/3), AND SOMERSET COUNTIES

Ironworkers:

Sheeter, Bucker-Up..........$ 26.33 12.88

Structural, Ornamental, Reinforcing, Machinery Mover, Rigger & Machinery Erector, Welder, Fence Erector.....................$ 26.08 12.88

IRON0772-001 06/01/2009

BLAIR, CAMERON, CENTRE, CLEARFIELD, CLINTON, ELK, JEFFERSON,

MCKEAN AND POTTER COUNTIES

IRONWORKER.......................$ 24.73 19.94+A

A. HOLIDAYS

The following holidays shall be observed: New Years Day, Goodfriday, Memorial Day, Fourth of July, Labor Day, Veterans Day (Observed the day after Thanksgiving), Thanksgiving Day, Christmas Day.

Any holiday which occurs on Sunday shall be observed the following Monday.

LABO1058-001 01/01/2009

Rates Fringes

LABORER (BEDFORD, CAMERON,

CENTRE, CLINTON, CRAWFORD,

FOREST, FRANKLIN, FULTON,

HUNTINGDON, JEFFERSON,

MIFFLIN, AND POTTER COUNTIES)

GROUP 1.....................$ 23.20 12.65

GROUP 2.....................$ 23.36 12.65

GROUP 3.....................$ 23.85 12.65

GROUP 4.....................$ 24.30 12.65

GROUP 5.....................$ 24.71 12.65

GROUP 6.....................$ 21.55 12.65

GROUP 7.....................$ 24.20 12.65

GROUP 8.....................$ 25.70 12.65

Laborers: (ALLEGHENY, ARMSTRONG, BEAVER, BLAIR, BUTLER, CAMBRIA, CLARION, CLEARFIELD, ELK, ERIE, FAYETTE, GREENE, INDIANA, LAWRENCE, MCKEAN, MERCER, SOMERSET, VENANGO, WARREN, WASHINGTON, AND WESTMORELAND

COUNTIES)

GROUP 1.....................$ 23.30 12.65

GROUP 2.....................$ 23.46 12.65

GROUP 3.....................$ 23.85 12.65

GROUP 4.....................$ 24.30 12.65

GROUP 5.....................$ 24.71 12.65

GROUP 6.....................$ 21.55 12.65

GROUP 7.....................$ 24.30 12.65

GROUP 8.....................$ 25.80 12.65

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt curb sealer; Asphalt tamper; Batcherman (weigh) Blaster,Boatman, Brakeman, Change house attendant, Coffer dam, Concrete curing pitman, Puddler, Drill Runner's helper (Includes Drill Mounted on Truck, Track, or similar and Davey Drill Spots, Clean up, helps to maintain), Electric Brush and or Grinder, Fence Construction (Including Fence Machine Operator) Form stripper and Mover, Gabion (Erectors and Placers) Hydro jet blaster nozzleman;

Landscape laborer, Manually moved emulusion sprayer, Radio actuated traffic control operator Rip rap work, scaffolds and Runways, Sheeters and Shorers (includes lagging) structural concrete Top Surfacer, Walk Behind Street Sweeper, and Wood Chipper

GROUP 2: Air tool operator (all types); Asphalt, batch & concrete plant operator (manually operated) Burner, Caisson; men (open air); Carryable pumps; Chain saw operator including attachments, Cribbing, (concrete or steel); Curb machine operator (asphalt or concrete walk behind); Diamond head Core Drller, Drill runner's helper (tunnel) Fork Lift, (walk behind), Form Setter (Road Forms Line man) Highway Slab reinforcement placers (including joint and Basket Setters) Hydraulic pipe pusher; Liner plates (Tile or Vitrified Clay) Mechanical compacting equipment operators, Mechanical joint sealer, Dope pot and Tar Kettle, Mortar mixer (hand or machine) Muckers, Brakemen & all other Labor, (Includes installation of utility lines) Pipe Layers /Fusion /Heating Iron (Regardless of materials) Portable Single Unit Conveyor, Post Hole Auger, (2 or 4 cycle hand operated) Power wheelbarrows and buggies, Rail porter or similar; Sand blaster;Signal Man,Vibrator operator, Crown Screed Adjuster, All RAILROAD TRACK WORK TO INCLUDE THE FOLLOWING:

adzing machine, ballast Router, Bolting Machine, Power Jacks, Rail Drills, Railroad Brakeman,Rail Saws, Spike Drivers (Manually or hand held tool) Spike Pullers Tamping Machine, Thermitweld

GROUP 3: Asphalt Luteman/Raker,Blacksmith, Blaster, Brick, stone and block pavers and block cutters (wood, belgian and asphalt); Cement mortar lining car pusher; Cement mortar mixer (pipe relining); Cement mortar pipe reliners;

concrete saw operator (walk behind); Curb cutters and setters; Elevated roadway drainage construction; erector of overhead signs, Form setter (road forms-lead man); Grout machine operator; Gunite or dry pack gun (nozzle and machine man); Manhole or catch basin builder (Brick block concrete or any prefabrication) Miners and drillers (including lining, supporting and form workmen, setting of shields, miscellaneous equipment and jumbos); Multi-plate pipe (aligning and securing); Placing wire mesh on gunite projects; Wagon drill operators (air track or similar);

Walk behind ditching machine (trencher or similar)

GROUP 4: Reinforcing Steel Placer (Bending, aligning, and securing, Cadweld)

GROUP 5:High Burner, (Any burning not done from deck), Welder (Pipeline)

GROUP 6: Uniformed Flagperson, Watchman

GROUP 7: Toxic/Hazardous Waste Removal Laborer Levels C & D

GROUP 8: Toxic/Hazardous Waste Removal Laborer Levels A & B

PAIN0021-019 05/01/2009

CLINTON COUNTY

Rates Fringes

Painters:

Bridge......................$ 25.60 12.05 Brush & Roller..............$ 24.65 12.05 Spray.......................$ 25.65 12.05

PAIN0021-024 05/01/2009

FRANKLIN COUNTY

Rates Fringes

PAINTER

Brush.......................$ 22.17 8.90

PAIN0057-014 06/01/2009

ALLEGHENY, FAYETTE, GREEN, WASHINGTON COUNTIES

Rates Fringes

Painters:

Bridge......................$ 30.10 12.34 Brush & Roller..............$ 27.53 12.34 Spray.......................$ 28.06 12.34

PAIN0057-015 06/01/2009

ARMSTRONG, BEAVER, BEDFORD, BLAIR, BUTLER,CAMBRIA, CENTRE,

CLARION, CLEARFIELD, ELK, FULTON, HUNTINGTON, INDIANA,

JEFFERSON, LAWRENCE, MERCER, MIFFLIN, SOMERSET, VENANGO AND

WESTMORELAND COUNTIES

Painters:

Bridge......................$ 30.10 12.34 Brush and Roller............$ 27.53 12.34 Spray.......................$ 28.06 12.34

PAIN0057-022 05/01/2009

Rates Fringes

Painters: (ERIE, McKEAN, AND WARREN (Including Columbus and Freehold twps) COUNTIES) Bridges,Stacks,Towers.......$ 22.52 11.60 Brush and Roller............$ 20.52 11.60 Spray and Sandblasting......$ 21.27 11.60

PAIN0057-027 06/01/2009

CAMERON, CRAWFORD, POTTER, WARREN, (Excluding Columbus and Freehold twps)

PAINTER

Brush and Roller............$ 22.49 11.84

PLAS0526-002 01/01/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER

Beaver, Cameron, Clarion, Crawford, Elk, Forest, Lawrence, McKean, Potter, Venango and Warren Counties....................$ 26.72 12.97 Bedford, Blair, Cambria, Centre, Clinton, Huntingdon, Mifflin and Somerset Counties...........$ 26.72 12.97 All Other Counties..........$ 26.72 12.97

PLUM0027-001 06/01/2009

ALLEGHENY, ARMSTRONG, GREENE (Except extreme Eastern portion), WASHINGTON (Except extreme Eastern portion) and WESTMORELAND (City of Arnold and City of New Kensington Only) COUNTIES

Plumbers and Pipefitters (Bridge Drain Pipe)..............$ 33.75 16.37

PLUM0047-005 05/01/2009

BEAVER, BUTLER, MCKEAN, MERCER, VENANGO, CLARION, LAWRENCE,

FOREST, WARREN, CRAWFORD, AND ERIE COUNTIES

(Bridge Drain Pipe)..............$ 34.18 16.90

PLUM0354-005 06/01/2009

BEDFORD, BLAIR, CAMBRIA, CAMERON, CLEARFIELD, ELK, FAYETTE,

GREENE (Extreme Eastern portion), HUNTINGDON, INDIANA, JEFFERSON, SOMERSE, WASHINGTON (Extreme Eastern portion), AND

WESTMORELAND COUNTIES

(Bridge Drain Pipe)..............$ 28.54 18.48

TEAM0040-001 01/01/2009

Rates Fringes

TRUCK DRIVER (ALLEGHENY,

ARMSTRONG, BEAVER, BLAIR,

BUTLER, CAMBRIA, CENTRE,

CLARFIELD, CRAWFORD, ERIE,

FAYETTE, GREENE, INDIANA,

JEFFERSON, LAWRENCE, MCKEAN,

MERCER, SOMERSET, VENANGO,

WARREN, WASHINGTON, AND

WESTMORELAND)

GROUP 1.....................$ 24.23 $11.44 A+B

GROUP 2.....................$ 24.38 $11.51 A+B

GROUP 3.....................$ 24.91 $11.75 A+B

Truck drivers: (BEDFORD, CAMERON, CLAIRON, CLINTON, ELK, FOREST, FRANKLIN, FULTON, HUNTINGDON, MIFFLIN, AND POTTER COUNTIES)

GROUP 1.....................$ 24.05 $11.35 A+B

GROUP 2.....................$ 24.23 $11.44 A+B

GROUP 3.....................$ 24.74 $11.69 A+B

FOOTNOTES: A. Hazardous/toxic waste material/work level A & B receive additional $2.50 per hour above classification rate

B. Hazardous/toxic waste materials/Work level C & D receive $1.00 per hour above classification

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1 - Single Axle (2 axles including steering axle);

Includes partsman and warehoueman

GROUP 2 - Tandem - Tri-Axle - Semi-Tractor Trailer (combination) (3 axles or more including steering axle)

GROUP 3 - Specialty Vehicles; Heavy equipment whose capacity exceeds that for which state licenses are issued specifically refers to units in excess of eight (8) feet width (such as Euclids, Atley Wagon, Payloder, Tournawagons, and similar equipment when not self loaded);

Tar and Asphalt Distributors Trucks, Heavy Duty Trailer, such as Low Boy, High Boy

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

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

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

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

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

Washington, DC 20210

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

END OF GENERAL DECISION

52.222-4000 WAGE RATES (May 2005)

The attached schedule of wage rates, Department of Labor General Decision No. PA080004 07/10/2009 PA4 contains rates applicable to all work under the contract.

(End of Summary of Changes)