Amendment 001 Spec Pages Wage Rates.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

DE-FB65-11WC92475 1 4

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO 5. PROJECT NO. (If applicable)

001 July 1, 2011 N/A 65-11WC92475-735

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

U.S. DEPARTMENT OF ENERGY

Western Area Power Administration

200 4TH ST SW

Huron, SD 57350-2474

James E. Dickey

(605) 353-2640

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) () 9A. AMENDMENT OF SOLICITATION NO.

ALL PROSPECTIVE BIDDERS X

DE-FB65-11WC92475

9B. DATED (SEE ITEM 11)

June 1, 2011

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACITLITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

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

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

APPELDORN SUBSTATION, STAGE 01

MINNESOTA

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

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PRE VIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION

Appeldorn Substation, Stage 01 Solicitation No. DE-FB65-11WC92475 Minnesota Amendment No. 001 Page 2 of 4

The purpose of this amendment is to incorporate necessary changes in the solicitation prior to receipt of bids as follows:

1. The date and time set for receipt of bids is extended from July 6, 2011 to July 19, 2011 at 2:00

PM , local time at place of bid opening.

2. In Section C, Description/Specifications, Project Specifications, Division 1, paragraph D.2:

Intermediate completion date for transformer foundation TX1 is changed from August 15 to Sept. 15, 2011.

3. In Section C, Description/Specifications, Project Specifications, Division 2, paragraph A.8:

Add subparagraph “g. Structure type 208A is equivalent to structure type DSAH on the plan-and-profile, and structure type 208S is equivalent to DSH.”

4. In Section C, Description/Specifications, Project Specifications, Division 3, paragraph B.3:

Change "Model number IMOH64430-AA" to read "Model number IMOH464630-AA.”

5. In Section C, Description/Specifications, Project Specifications, Division 9: Duplex insulator strings are required on the 230kV strain bus and that is how it is shown on the 230kv area drawings. They are not required on the 69kV bus; however that is not how it is indicated on the 69kVv area drawings.

6. In Section C, Description/Specifications, Project Specifications, Division 9: The BIL level for the 69kV area equipment is 550kV. Seven units are required for the strain bus insulators.

This is not indicated on the drawings.

7. In Section C, Description/Specifications, Project Specifications, Division 9: Transformer

KV4A oil capacity is 12,105 gallons of oil.

8. In Section C, Description/Specifications, Project Specifications, Division 11: Division 11 is hereby deleted in its entirety. Standard 11 – Service Building (July 2009) is hereby incorporated into the solicitation, along with the attached Project Specifications Division 11 pages 1 through 4. The new specification requirements are numbered in accordance with the corresponding sections of Standard 11.

9. In Section C, Description/Specifications, Project Drawings, Drawing APD 1100:

In the Y section for OPERATING PLATFORMS, for YA and YB, change the drawing reference “31 1075” to “APD 2927.”

For YC, change the drawing reference “31 2044” to “APD 2925.”

In the NOTES, note 3, change STANDARD DRAWING “31 1004” to “31 1020.”

In the L section, delete LC, LD and LE.

Appeldorn Substation, Stage 01 Solicitation No. DE-FB65-11WC92475 Minnesota Amendment No. 001 Page 3 of 4

10. The Building wage rates for Lac Qui Parle County, Minnesota have been revised. In Section J, List of Attachments, Item C, change the Wage Determination Building Decision number to read as follows:

Decision Number: MN100114, Modification No. 10 (06/17/2011) Building

The following pages behind Attachment C are deleted and the attached revised pages are substituted therefor:

Remove pages Insert attached revised pages

General Decision No. MN100114 General Decision No. MN100114 Mod. No. 8 Pages 1-11 Mod. No. 10 Pages 1-11

11. In Section C, Description/Specifications, Project Drawings, the following pages are deleted and the attached revised pages are substituted therefor:

Remove drawing Insert attached revised drawing

59. APD 2000 59. APD 2000, Rev. A

60. APD T001 60. APD T001

61. APD 2050 61. APD 2050, Rev. A

114. APD 3000-1 114. APD 3000-1, Rev. A

115. APD 3000-2 115. APD 3000-2, Rev. A

116. APD 3001 116. APD 3001-1

116a. APD 3001-2

117. APD 3002-1 117. APD 3002-1, Rev. A

118. APD 3002-2 118. APD 3002-2, Rev. A

119. APD 3003-1 119. APD 3003-1, Rev. A

120. APD 3003-2 120. APD 3003-2, Rev. A

121. APD 3004 121. APD 3004, Rev. A

122. APD 3005 122. APD 3005, Rev. A

123. APD 3006 123. APD 3006, Rev. A

124. APD 3007 124. APD 3007-1

124a. APD 3007-2

125. APD 3008 125. APD 3008, Rev. A

126. APD 3009 126. APD 3009, Rev. A

127. APD 3010 127. APD 3010-1

127a. APD 3010-2

128. APD 3011 128. APD 3011, Rev. A

129. APD 3012 129. APD 3012, Rev. A

130. APD 3013 130. APD 3013, Rev. A

131. APD 3014 131. APD 3014, Rev. A

132. APD 3015 132. APD 3015, Rev. A

133. APD 3016 133. APD 3016, Rev. A

134. APD 3017 134. APD 3017, Rev. A

135. APD 3018 135. APD 3018, Rev. A

136. APD 4000 136. APD 4000, Rev. A

Appeldorn Substation, Stage 01 Solicitation No. DE-FB65-11WC92475 Minnesota Amendment No. 001 Page 4 of 4

Remove drawing Insert attached revised drawing

143. APD 8000-1 143a. APD 8000-1 143b. APD 8000-2 143c. APD 8000-3

144. 144a. APD 8000-4 144b. APD 8000-5 144c. APD 8000-6

149. FT-HU D 2015, Rev. A 149. FT-HU D 2015, Rev. A

EXISTING TOWER FOUNDATIONS:

208A Lattice Tower Footings

150. FT-HU D 2007, Rev. A

151. FT-HU D 2008, Rev. A

152. FT-HU D 2017, Rev. A

153. FT-HU D 2023

208S Lattice Tower Footings

154. FT-HU D 2004, Rev. A

155. FT-HU D 2005, Rev. A

156. FT-HU D 2006, Rev. A

157. FT-HU D 2016, Rev. A

158. FT-HU D 2021, Rev. A

12. If you have given your copy of the specifications to someone else, please forward this amendment also.

Solicitation No. DE‐FB65‐11WC92475 Amendment No. 001

DIVISION 11 – SERVICE BUILDING

11.4.2 MASONRY VENEER:

1. GENERAL: Masonry does not overhang foundation wall by 1/2 inch.

5. MATERIAL:

(2) Facing Brick: Facing brick applies to this project. Brick shall be in the light grey tones. Color shall be selected by Western from brick samples. Provide a minimum of 3 different samples.

Do not submit full size bricks.

(8) Flashing: Flashing width shall be in accordance with the drawings.

11.6.1 ROUGH CARPENTRY:

Material specifications in the Standard do not apply to this project. Refer to the General Structural Notes, drawing APD 3000-1 Revision A for all wood and fastener material specifications.

11.7.1 BATT AND BLANKET INSULATION:

2. MATERIAL:

(1) FSK Faced Insulation: replace foil-scrim-faced insulation with Owens Corning Pink fiberglass batt insulation with kraft paper facing, R-value as shown on the drawings.

11.7.2 PREFORMED ROOF PANELS:

2 SUBMITTALS:

(3) Samples: Submit small samples of prefinished metal, do not submit whole roof panel sections.

3 PERFORMANCE:

(4) Wind Uplift Rating: The metal panel roof system shall be installed to meet UL 90 wind uplift requirements over a solid substrate. Submit manufacturer’s performance data showing conformance with this requirement.

11.7.4 CAULKING AND SEALANTS

3. MATERIAL:

(2) Silicone Sealant: Replace the specified sealant with polyurethane sealant equal to BASF Sonolastic NP1, meeting requirements of ASTM C920, Type S, Grade NS, Class 35, one component, elastomeric gun grade, moisture curing polyurethane sealant. Color shall match adjacent construction.

11.8.2 FINISH HARDWARE

1. GENERAL: Hardware finish shall be 619 satin nickel or equal.

11.10.1 ACCESS FLOORING: The following specifications replace the entire Access Flooring section of the Standard. It is a copy of the specification section which was included in the original project specification. Only formatting changes have been made.

1. GENERAL:

(1) Provide 18 inch high access flooring system with high-pressure laminate finish. The system shall be grounded at four corners of the control room.

(2) Coordinate this Section with Division 9 – Substation – Electrical regarding use of seismic switchboard bases beneath equipment, selection of Option A or Option B on Drawing 31 2049 “Seismic Switchboard Base”, and designation of IEEE 693 Seismic Qualification Level.

2. SYSTEM DESCRIPTION:

(1) System: Elevated pedestal with stringers and rigid floor panels, complete with accessories, and high-pressure laminate finish.

(2) Floor Panel Size: 24 inches X 24 inches finished with high-pressure laminate.

(3) Elevated Floor: Nominal height of 18 inches above subfloor.

(4) Tolerances: Floor panel flatness, plus or minus 0.02 inches in any direction; floor panel length, plus or minus 0.02 inch; floor panel squareness, plus or minus 0.03 inch in diagonal direction.

3. STRUCTURAL SYSTEM PERFORMANCE REQUIREMENTS:

The access floor system shall be designed for gravity and lateral loads in accordance with the latest edition of the International Building Code, specific to the location of the installation. Design shall be based upon specified Occupancy and Seismic Design Categories. Design shall include concrete core floor panels, supporting stringers, pedestals, braces, boltable steel base plates, connections between system elements, and mechanical or adhesive fasteners to the concrete sub-floor.

Compliance with specified performance requirements of the entire access floor system shall be verified through design calculations or testing. A complete load path analysis shall be included in the calculations verifying that gravity and lateral loads can be successfully transmitted through the access floor system into the concrete sub-structure. Resolution of the specified lateral loads can be achieved by using a properly designed cross-braced or cantilevered floor system provided calculations reflect the method selected. Design calculations and drawings shall be prepared, sealed, and signed by a civil or structural engineer registered in the state where the project is to be installed.

Minimum performance and design load requirements for the entire access floor system, unless the International Building Code or local governing jurisdiction includes more stringent requirements, are as follows:

(1) Building Occupancy Category: Occupancy Category III based upon IBC Table 1604.5

“Occupancy Category of Buildings and Other Structures”.

(2) Seismic Design Category (SDC): Computed, in accordance with the IBC, to be equal to or greater than “A” based upon Building Occupancy Category and other site-specific criteria.

(3) Floor System Uniform Live Load: Loading requirement shall be in accordance with the latest edition of the International Building Code (IBC), Chapter 16 – Structural Design, table titled “Minimum Uniformly Distributed Live Loads and Minimum Concentrated Live Loads, Occupancy or Use – Access Floor Systems – Computer Use”.

(4) Floor System Concentrated Live Load: Loading requirement shall be based upon the same

IBC table indicated in paragraph above.

(5) Installations considered being within IBC Seismic Design Category “C” or IEEE 693 Seismic Qualification Level “Moderate”: Provide direct connection from bases of floor-mounted equipment to concrete floor slab below in accordance with Option A or Option B on Drawing 31 2049 “Seismic Switchboard Base” and requirements in Division 9.

(6) Installations considered being within IBC Seismic Design Categories “D”, “E”, or “F”; or IEEE

693 Seismic Qualification Level “High”: Provide direct connection from bases of floor-mounted equipment to concrete floor slab below in accordance with Option B on Drawing 31 2049 “Seismic Switchboard Base” and requirements in Division 9.

4. ELECTRICAL AND MECHANICAL SYSTEM PERFORMANCE REQUIREMENTS:

(1) Electrical Resistance: Electrical resistance from metal parts of panels to pedestals, between pedestals and bolted stringers, and between the metal understructure and building ground shall be less than 1 ohm.

(2) Fire Rating: Class A flame spread rating in accordance with ASTM E 84.

5. SUBMITTALS:

(1) Shop Drawings: Indicate flooring layout, interruptions of grid, grounding details, panels drilled or cut out, and miscellaneous accessories.

(2) Calculation Package: Engineering calculations verifying performance of the access floor system as specified.

(3) Product Data: Submit manufacturer’s data describing the quality of material, electrical resistance, accessories, and finishes.

(4) Samples: If an alternate to the specified high-pressure laminate is proposed, submit two HPL samples showing colors available for selection by Western.

(5) Maintenance Material: Provide six floor panels and one lifting device to the COR. Floor panels shall include finish material from same production run as installed material.

6. MATERIAL:

(1) Provide materials as required to install the complete access floor system.

(2) Pedestals: Galvanized steel with flat bottom base plate, threaded supporting rod, and vibration-proof locknut to permit 1 1/2 inch minimum adjustment.

(3) Supporting Stringers: Bolted type, consisting of steel channels, box, or T-sections.

(4) Floor Panels: Galvanized-steel top sheet and bottom pan with concrete core.

(5) Floor Panel Finish: Manufacturer’s standard 1/16 inch thick melamine phenolic laminate in accordance with NEMA LD3. Panel finish to be factory applied. Edge panels with trim.

Laminate shall be equal to Nevamar ST-6-1 gray Starlite.

(6) Floor Panel Finish Adhesive: Moisture-resistant type recommended by floor finish manufacturer.

(7) Lateral Bracing: Provide materials required by manufacturer.

(8) Panel Lifting Device: Manufacturer’s standard type recommended for panel type.

(9) Grounding Connectors: Manufacturer’s standard grounding clips for panel and stringers and cable clamps as shown on the approved shop drawing detail.

(10) Cable Cutout Protection: Manufacturer’s standard edge trim, self extinguishing.

7. INSTALLATION:

(1) General: Install components in accordance with manufacturer’s instructions. Floor panel layout shall be as shown on the architectural floor plan unless approved otherwise by the

COR.

(2) Pedestals: Secure pedestal base plate to subfloor with adhesive or mechanical fasteners.

Install additional pedestals where floor system grid pattern is interrupted, and at cutouts.

(3) Supporting Stringers and Floor Panels: Install stringers and floor panels solidly on pedestals.

Maximum out-of-level tolerance 1/16 inch in 10 feet. Seal field-cut panels with edge trim.

(4) Lateral Bracing: Install bracing members. This could also involve welding of pedestals and mechanical fastening of base plates.

(5) Cable Cutouts: Field cut holes in floor panels, as directed by the COR, for installation of control equipment. Do not cut structural stringers spanning between tops of floor pedestals;

do not cut stiffened perimeter sections of floor panels; and do not cut within 2 inches of floor panel edges in any direction. Include edging material for cable cutouts and for 10 cutouts to be made by Western in the future.

(6) Grounding: Provide positive electrical earth grounding of entire access floor system.

Connect system to building ground at all four corners of control room. Refer to the Arrangement, Conduit and Grounding drawing (4000 series).

(7) Provide additional pedestals at cutout panels.

(8) Protection: Protect access flooring finish from rolling loads during equipment installation with

1/2 inch plywood, OSB, or as approved by the COR.

11.12.1 MECHANICAL, GENERAL: No exceptions to the Standard.

11.13.1 ELECTRICAL, GENERAL: No exceptions to the Standard.

General Decision Number: MN100114 06/17/2011 MN114

Superseded General Decision Number: MN20080114

State: Minnesota

Construction Type: Building

Counties: Chippewa, Grant, Jackson, Kittson, Lac Qui Parle, Lincoln, Marshall, Murray, Norman, Pope, Red Lake, Swift and

Traverse Counties in Minnesota.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Modification Number Publication Date

0 03/12/2010

1 08/06/2010

2 09/03/2010

3 09/24/2010

4 11/12/2010

5 01/07/2011

6 01/21/2011

7 02/04/2011

8 05/13/2011

9 06/03/2011

10 06/17/2011

BOIL0647-001 07/01/2009

Rates Fringes

BOILERMAKER......................$ 33.84 18.53

BRMN0001-053 05/01/2010

CHIPPEWA, POPE & SWIFT

BRICKLAYER.......................$ 32.67 14.88

BRMN0001-054 05/01/2009

JACKSON, LAC QUI PARLE, LINCOLN, MURRAY

BRICKLAYER.......................$ 24.36 13.63

BRMN0015-016 05/01/2010

GRANT, KITTSON, MARSHALL, NORMAN, RED LAKE & TRAVERSE

BRICKLAYER.......................$ 30.72 15.03

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

Solicitation No. DE-FB65-11WC92475

CARP0606-014 06/01/2009

KITTSON, MARSHALL, NORMAN, RED LAKE

CARPENTER (Acoustical Ceiling

Installation, Drywall

Hanging, Form Work & Metal

Stud Installation Only)..........$ 20.57 13.23

CARP1382-008 06/01/2009

CHIPPEWA, GRANT, LAC QUI PARLE, POPE, SWIFT, TRAVERSE

Hanging, Form Work & Metal

Stud Installation Only)..........$ 19.72 14.17

CARP1382-013 06/01/2009

JACKSON, LINCOLN, MURRAY

Hanging, Form Work & Metal

Stud Installation Only)

Projects $1,000,000 and over........................$ 19.11 13.68

Projects under $1,000,000...$ 17.71 12.93

ELEC0292-003 09/01/2008

McLEOD & MEEKER

ELECTRICIAN

Electrical Contracts $5

Million and Over............$ 28.74 65.19%

Electrical Contracts Under

$5 Milllion.................$ 28.17 65.86%

ELEC0292-019 09/01/2008

CHIPPEWA, LAC QUI PARLE, POPE, & SWIFT

Electrical Contracts

$300,000 and over...........$ 28.17 65.86%

Electrical Contracts under

$300,000....................$ 27.04 67.55%

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

ELEC0343-011 06/01/2009

JACKSON & LINCOLN

ELECTRICIAN......................$ 27.85 11.66

ELEC0426-006 06/01/2007

MURRAY

0 to 70 miles radius from

Sioux Falls, South Dakota...$ 22.19 8.34+10%

More than 70 miles radius from Sioux Falls, South

Dakota......................$ 25.75 7.67+10%

ELEC1426-016 06/01/2010

GRANT, KITTSON, MARSHALL, NORMAN, RED LAKE, TRAVERSE

ELECTRICIAN......................$ 25.41 10.92

ELEV0009-004 01/01/2010

ELEVATOR MECHANIC................$ 40.81 20.035

FOOTNOTE:

PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service.

PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after

Thanksgiving, and Christmas Day.

ENGI0049-052 05/01/2010

CHIPPEWA

OPERATOR: Power Equipment

GROUP 1.....................$ 34.44 15.85

GROUP 2.....................$ 34.10 15.85

GROUP 3.....................$ 32.69 15.85

GROUP 4.....................$ 32.35 15.85

GROUP 5.....................$ 32.18 15.85

GROUP 6.....................$ 30.67 15.85

GROUP 7.....................$ 29.55 15.85

GROUP 8.....................$ 27.54 15.85

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

GROUP 1: Truck & Crawler Crane with 200' of Boom & Over, including Jib ($.50 premium with 300' of Boom & over, including jib); & Tower Crane 250' & Over.

GROUP 2: Truck & Crawler Crane with 150' of Boom, up to but not including 200' of Boom, including Jib; & Tower Crane

200' & Over.

GROUP 3: Traveling Tower Crane; Truck & Crawler Crane, up to but not including 150' of Boom, including Jib; Tower Crane

(Stationary) up to 200'; All-Terrain Vehicle Crane.

GROUP 4: Backhoe/Track/Trackhoe, Hoist (3 drums or more);

Overhead Crane (inside building perimeter).

GROUP 5: Asphalt Spreader, Bulldozer, Forklift, Compressor

450 CFM or over (2 or more machines); Hoist (1 or 2 drums); Roller, Scraper, Tractor over D2.

GROUP 6: Bobcat/Skid Loader, Tractor D2 or similar size.

GROUP 7: Crane Oiler.

GROUP 8: Oiler, Greaser (Tractor/Truck).

ENGI0049-058 05/01/2010

GRANT, JACKSON, KITTSON, LAC QUI PARLE, LINCOLN, MARSHALL,

MURRAY, NORMAN, POPE, RED LAKE, SWIFT, TRAVERSE

OPERATOR: Power Equipment

GROUP 1.....................$ 32.55 15.85

GROUP 2.....................$ 32.23 15.85

GROUP 3.....................$ 30.90 15.85

GROUP 4.....................$ 30.58 15.85

GROUP 5.....................$ 30.42 15.85

GROUP 6.....................$ 29.00 15.85

GROUP 7.....................$ 27.94 15.85

GROUP 8.....................$ 26.05 15.85

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Truck & Crawler Crane with 200' of Boom & Over, including Jib ($.50 premium with 300' of Boom & over, including jib); & Tower Crane 250' & Over.

GROUP 2: Truck & Crawler Crane with 150' of Boom, up to but not including 200' of Boom, including Jib; & Tower Crane

200' & Over.

GROUP 3: Traveling Tower Crane; Truck & Crawler Crane, up to but not including 150' of Boom, including Jib; Tower Crane

(Stationary) up to 200'; All-Terrain Vehicle Crane.

GROUP 4: Backhoe/Track/Trackhoe, Hoist (3 drums or more);

Overhead Crane (inside building perimeter).

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

GROUP 5: Asphalt Spreader, Bulldozer, Forklift, Compressor

450 CFM or over (2 or more machines); Hoist (1 or 2 drums); Roller, Scraper, Tractor over D2.

GROUP 6: Bobcat/Skid Loader, Tractor D2 or similar size.

GROUP 7: Crane Oiler.

GROUP 8: Oiler, Greaser (Tractor/Truck).

IRON0512-031 05/01/2011

CHIPPEWA, GRANT, JACKSON, LAC QUI PARLE, LINCOLN, MURRAY, POPE,

SWIFT, TRAVERSE

IRONWORKER, ORNAMENTAL,

REINFORCING AND STRUCTURAL.......$ 34.05 20.37

IRON0512-032 05/01/2011

IRONWORKER, ORNAMENTAL,

REINFORCING AND STRUCTURAL.......$ 29.51 20.00

LABO0132-025 05/01/2010

LABORER (LANDSCAPE)..............$ 18.79 9.75

LABO0132-030 05/01/2010

LABORER

Mason Tender (Brick), Pipelayer

Projects $1 Million and

Over.......................$ 18.13 10.82

Projects Under $1 Million..$ 15.13 10.82

LABO0563-015 06/01/2010

CHIPPEWA, GRANT, SWIFT, TRAVERSE

Laborers:

(1) Mason Tender (Brick)....$ 22.56 12.18

(2) Pipelayer...............$ 23.31 12.18

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

PROJECTS OVER $950,000: $1.75 additional per hour.

LABO0563-021 06/01/2010

POPE

Laborers:

(1) Mason Tender (Brick)....$ 23.91 12.18

(2) Pipelayer...............$ 24.66 12.18

PROJECTS OVER $950,000: $1.75 additional per hour.

LABO1097-017 05/01/2010

LABORER (Projects $760,000 & over:)

(1) Mason Tender (Brick)....$ 19.06 12.13

(2) Pipelayer...............$ 19.46 12.13

LABORER (Projects under

$760,000:)

(1) Mason Tender (Brick)....$ 16.47 12.13

(2) Pipelayer...............$ 16.81 12.13

PAIN0681-015 05/01/2010

PAINTER (Brush & Roller, excluding Spray).................$ 26.29 12.70

PROJECTS UNDER $600,000 receive 85% of the basic hourly rate.

PREMIUM PAY:

Steel - $0.25 per hour additional.

Sandblast - $0.50 per hour additional

Stageman and Beltman - $1.00 per hour additional

Application of Epoxy, Creosote, other Toxic Materials - $0.25 per hour additional.

PAIN0884-014 06/01/2010

excluding Spray).................$ 21.86 8.66

PROJECTS UNDER $8,000: Rate is 80% of basic hourly rate.

PAINTER'S PREMIUM - $0.75 per hour additional for the following: Two Component Paints; Epoxies; Sandblasting &

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

Rigging; Work done on Swing Scaffolding, Safety Harness, Window Jacks, Boatswain's Chair, Coverings & Erection of

Scaffolding for same; Work on Erected Structural Steel &

Abrasive Blasting

PAIN0884-023 06/01/2010

CHIPPEWA, GRANT, POPE, SWIFT, TRAVERSE

excluding Spray).................$ 24.16 13.31

PROJECTS UNDER $8,000: Rate is 80% of basic hourly rate.

PAINTER'S PREMIUM - $0.75 per hour additional for the following: Two Component Paints; Epoxies; Sandblasting &

Rigging; Work done on Swing Scaffolding, Safety Harness, Window Jacks, Boatswain's Chair, Coverings & Erection of

Scaffolding for same; Work on Erected Structural Steel &

Abrasive Blasting

PLUM0011-023 05/01/2010

GRANT, KITTSON, MARSHALL, NORMAN, RED LAKE, TRAVERSE

PLUMBER/PIPEFITTER...............$ 30.39 11.94

PLUM0015-014 05/01/2011

CHIPPEWA, LAC QUI PARLE, POPE, SWIFT

PLUMBER/PIPEFITTER...............$ 35.42 19.40

Paid Holiday: Labor Day

PLUM0034-012 05/01/2010

PLUMBER..........................$ 27.67 18.22

Paid Holiday: Labor Day

* PLUM0455-003 05/01/2011

PIPEFITTER.......................$ 27.79 19.04

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

ROOF0096-034 06/01/2008

POPE

ROOFER...........................$ 27.85 12.40

ROOF0096-035 07/01/2009

NORMAN

ROOFER...........................$ 27.93 10.18

ROOF0096-036 06/01/2008

CHIPPEWA, GRANT, SWIFT, TRAVERSE

ROOFER...........................$ 27.85 12.40

ROOF0096-039 06/01/2009

JACKSON, LAC QUI PARLE, LINCOLN, MARSHALL, MURRAY

ROOFER...........................$ 19.88 8.32

ROOF0096-048 05/01/2009

KITTSON, RED LAKE

ROOFER...........................$ 22.89 9.65

SHEE0010-060 05/01/2009

GRANT, POPE, TRAVERSE

SHEET METAL WORKER (HVAC Duct and System Installation only)....$ 32.57 16.18

SHEE0010-063 05/01/2009

and System Installation only)....$ 27.31 13.06

SHEE0010-069 09/01/2009

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

CHIPPEWA, LAC QUI PARLE, SWIFT

and System Installation only)....$ 28.38 14.06

SHEE0010-076 06/08/2009

KITTSON, MARSHALL, RED LAKE

and System Installation only)....$ 21.79 11.3

SHEE0010-078 06/08/2009

NORMAN

and System Installation only)....$ 22.75 12.60

SUMN2009-034 07/27/2009

CARPENTER, Excludes

Acoustical Ceiling

Installation, Drywall

Hanging, Form Work, and Metal

Stud Installation................$ 15.72 4.66

CEMENT MASON/CONCRETE FINISHER...$ 14.31 1.45

LABORER: Common or General......$ 12.28 2.32

LABORER: Mason Tender -

Cement/Concrete..................$ 12.70 3.89

LABORER: Roof Tearoff...........$ 10.42 2.08

OPERATOR: Excavator.............$ 17.64 2.97

OPERATOR: Loader................$ 15.50 1.56

OPERATOR: Mechanic..............$ 19.74 4.47

PAINTER: Spray Only.............$ 17.98 4.47

SHEETMETAL WORKER, Excluding

HVAC Duct and System

Installation.....................$ 16.73 4.86

TRUCK DRIVER: Dump Truck........$ 13.92 1.08

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 (29 CFR 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

6/30/2011http://www.wdol.gov/wdol/scafiles/davisbacon/MN114.dvb

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

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

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

END OF GENERAL DECISION