amend.pdf

AMENDMENT NO. 0002 DESIGN/BUILD INDEFINITE DELIVERY CONTRACT FOR PERFORMANCE

W912BV-08-R-2011 ORIENTED CONSTRUCTION ACTIVITIES ASSIGNED TO THE TULSA DISTRICT

AMENDMENT OF SOLICITATION

1. CONTRACTOR ID CODE

NOT APPLICABLE (NA) PAGE 1 OF

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

0002 1 Jul 2008 NA NA

6. ISSUED BY

CODE

7. ADMINISTERED BY (If other than Item 6)

CODE

DISTRICT ENGINEER

TULSA DISTRICT, CORPS OF ENGINEERS

1645 SOUTH 101ST EAST AVENUE

TULSA, OK 74128-4609

NA

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

W912BV-08-R-2011

% 9B. DATED (SEE ITEM 11)

18 Apr 08

10A. MODIFICATION OF CONTRACT/ORDER NO.

NA

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE NA

11. THIS ITEM APPLIES ONLY 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, X 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 ACKNOWLEDGEMENT 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)

NA

NA 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.)

S

NOTE: IN THIS AMENDMENT “SOLICITATION NO.”, “OFFER”, AND “OFFEROR” MEAN “INVITATION NO.”, “BID”, AND “BIDDER”, RESPECTIVELY Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as hertofore 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)

NA

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

NA NA

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

NSN 7540-01-162-8070 30-105-02 STANDARD FORM 30 (REV. 10-8)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

The Solicitation is amended as follows:

Solicitation W912BV-08-R-2011 has been Re-instated.

PROPOSALS ARE DUE by 11:00 A.M. 21 JULY 2008

AMENDMENT 0002

W912BV-08-R-2011

DESIGN-BUILD INDEFINITE DELIVERY CONTRACT

FOR PERFORMANCE ORIENTED CONSTRUCTION ACTIVITIES

ASSIGNED TO THE TULSA DISTRICT

SPECIFICATIONS

PROPOSALS DUE 11:00 A.M., 21 JULY 2008

Delete the sample project in its entirety and replace with project for Construct Metal Awning and Rain Gutters, Building 3228, Tinker Air Force Base, Oklahoma. Also delete the wage rates for the sample project and replace with General Decision OK080034, dated 06/27/2008.

This project will be awarded with the award of one (1) of the contracts issued under this request for proposal.

A ONE TIME ONLY SITE VISIT will be conducted at Tinker Air Force Base, Oklahoma, on Thursday 10 JULY 2008. Offerors must call and register with Ms. Vikki Grubaugh, telephone number: 405-869-2600, NO LATER THAN 2:00 p.m., Tuesday, 8 July 2008. No more than three (3) representatives per offeror may attend the site visit.

FOREIGN NATIONALS WILL REQUIRE PRIOR CLEARANCE.

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STATEMENT OF WORK

Construct Metal Awning and Rain Gutters B3228

Project #: WWYK050384 Work Order #: 39792

Issued: 25 JAN 2008

1. SCOPE OF WORK

1.1 GENERAL

1.1.1 The work to be performed under the terms of this Delivery Order consists of furnishing all Design/Engineering Services (as described in Paragraph 1.3), plant, labor, equipment, instruments, materials, transportation, and incidentals required to construct an awning and rain gutters which allows the rain to run off and prevent build up and flooding in front of the doors and to protect the facility interior and personnel.

1.1.2 The "work" shall mean to provide and install a fully operating and functioning system, assembly, framework, fixture or apparatus that is complete, finished and ready for use by the Government. "Retrofit" shall mean to also provide the additional work required to modify or integrate an existing system, assembly, framework, fixture or apparatus as necessary to accomplish the "work" and ready for use by the Government.

1.1.3 The Contractor shall be responsible for identifying the necessary logistical, architectural, structural, mechanical and electrical work elements required to install the new systems and assemblies as described herein. Assemblies, framework, fixtures or apparatus not readily identified on plans or the SOW shall be provided by the Contractor as required for a complete, fully operating and functioning system or systems, ready for use by the Government.

1.1.4 All plan information such as floor plan layouts; dimensions; structural, mechanical and electrical data; and location of underground utilities provided by the Government for existing and new construction are based on available as-built documentation, field observation, and equipment selected as design basis by the Government. This information is to be considered approximate and shall be field verified by the Contractor.

1.1.5 The Contractor, as a minimum, is required to comply with the current editions of each of the following base requirements for design and/or construction. The term “most current” is to be understood to mean, “most current as of date of issuance of the delivery order.”

• Unified Facility Criteria (UFCs) to include, but not limited to:

- UFC 1-200-01, General Building Requirements

- UFC 3-310-04, Seismic Design for Buildings

- UFC 3-410-01FA, Heating, Ventilating, and Air Conditioning

- UFC3-420-01, Plumbing Systems

- UFC 3-520-01, Interior Electrical Systems

- UFC 3-600-01, Design: Fire Protection Engineering for Facilities

- UFC 4-010-01, Anti-terrorism Design for Buildings

UFCs may be found at the following web site: http://www.wbdg.org.

• National Fire Protection Agency (NFPA) Codes and Standards to include, but not limited to:

- NFPA 13, Standard for Installation of Sprinkler Systems

25 JAN 2008 Statement of Work - 2 of 7 WWYK050384

- NFPA 70, National Electric Code

- NFPA 72, National Fire Alarm Code

- NFPA 101, Life Safety Code

- NFPA 241, Standard for Safeguarding Construction, Alterations, and Demolition

Operations

NFPA publications may be found at the following web site: http://www.nfpa.org.

• International Code Council (ICC) Code Publications to include, but not limited to:

- International Building Code

- International Plumbing Code

- International Mechanical Code

- International Fuel Gas Code

- International Fire Code

ICC publications may be found at the following web site: http://www.iccsafe.org.

• Air Force Engineering Technical Letters (ETLs) as listed at the following web site:

http://www.afcesa.af.mil/library/etl

• Industry recognized design and construction standards including AISC, ASHRAE, ASTM, ANSI, SMACNA, ASME, ASCE and others as listed in the Unified Master Reference List (URML). Standards to note include, but are not limited to:

- ANSI/ASHARE/IESNA Standard 90.1-2001, Energy Standard for Buildings Except Low-Rise Residential Buildings

- ASCE Standard 7, Minimum Design Loads for Buildings and Other Structures

The URML may be found at the following web site:

http://www.wbdg.org/ccb/DOD/UMRL/UMRL.pdf

• USACE Technical Instructions (TIs) as listed at the following web site:

http://www.hnd.usace.army.mil/techinfo/ti.htm

• ADAAG/American with Disabilities Act Accessibility Guidelines for Buildings and Facilities

• CABO/ANSI Standard A117.1, Accessible and Usable Standards for Buildings

• Tinker AFB SABER Specifications

• Tinker AFB Specific Standards (Available from Contracting Officer)

- Tinker AFB Base Standard for Building/Utility Electrical Distribution Systems

- Systems Furniture Policy for Administrative Facilities

- Tinker AFB Facility Standard (includes Architectural Compatibility Plan)

- Tinker AFB Affirmative Procurement Plan (also known as Green Procurement)

- Tinker AFB Specification Standards 00700 General Requirements for

Construction on Tinker AFB

- Tinker AFB Specification Standards 00710 General Safety Requirements for

Tinker AFB

- Tinker AFB Specification Standards 00720 Environmental Requirements for

Construction of Tinker AFB

The above publications are incorporated by reference as mandatory compliance requirements to this SOW. Where similar requirements conflict among the UFCs, other DOD documents, referenced codes, standards, or publications, select the appropriate requirement as follows:

25 JAN 2008 Statement of Work - 3 of 7 WWYK050384

• When a UFC specifically states that it shall take precedence; or where requirements of the referenced codes or standards are modified by a UFC, the UFC shall take precedence.

1.2 SPECIAL REQUIREMENTS

1.2.1 Government Occupancy of Facilities & Responsibilities

1.2.1.1 Remaining portions of the facility shall remain occupied throughout construction.

Contractor will be required to consult with Contracting Officer, Construction Inspector and the Using Agency POC to develop a timeline that accommodates the continued performance of user’s mission function during the renovation.

1.2.2 EPA Comprehensive Procurement Guide (CPG)

There are no EPA-designated CPG products that are applicable to the scope of this project.

1.2.3 Secured Area(s)

The contractor base access badge is required for access to the work area. Escorts are not required.

1.2.4 Phasing/Schedule

There is no government-required construction phasing required for this project. The contractor shall submit a entrance/egress union closure notification thirty (30) days prior to construction start date. The contractor shall submit a construction schedule, which incorporates these phasing requirements, and shall be developed to minimize the length of the maintenance closure, for approval by the Contracting Officer prior to the start of construction.

1.2.5 Working Hours

Standard work hours have been identified for this project.

1.2.6 Safety, FOD & Quality Control

The Contractor is responsible for ensuring and enforcing industry safety practices, compliance with FOD requirements and quality control of the job site.

1.3 DESIGN/ENGINEERING SERVICES BY CONTRACTOR

1.3.1 Contractor shall be required to provide complete design/engineering services for this project.

The design/engineering services will consist of providing completed stamped and sealed design documents to develop the information provided by this Statement of Work and the attached drawings into a complete construction set of drawings.

1.3.2 The contractor will be responsible for completing the design documents to the level of detail necessary for construction in compliance with the applicable DoD Standards and codes listed in paragraph 1.1.5 and elsewhere in this SOW.

1.3.3 Design documents shall be stamped and sealed by a Registered Architect and/or Professional Engineer licensed in the State of Oklahoma.

1.3.4 The contractor shall submit a design schedule for approval by the contracting officer prior to beginning work. The Contractor shall allow for a minimum of two design reviews (intermediate and final) by the government. Each design review shall be submitted in electronic format along with 2 sets of hard copies in 11x17 size for Government Review.

Review period is 7 calendar days.

1.3.5 The Contractor shall not begin construction activities until completed (Final Design) documents have been reviewed and approved by the Government.

25 JAN 2008 Statement of Work - 4 of 7 WWYK050384

1.3.6 Design footing, roof drain accommodations and canopy as shown on sketches. Canopy to be Poligon Park Architecture # 44090 or equal. Design footing, columns, framing, canopy roof and steel to accommodate wind, snow, rain, and dead loads. Provide construction documents for government review before proceeding with construction.

1.4 DEMOLITION AND PRE-CONSTRUCTION ITEMS:

NOTE 1: Rubbish and debris shall be removed from Government property daily, unless otherwise directed, to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer.

NOTE 2: Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer.

NOTE 3: It shall be the responsibility of the contractor to verify conditions and Pre- Construction Items, including location and depth of all utilities in the immediate construction area.

NOTE 4: The contractor shall record all subsurface utilities (structural members, pipe sizes, material, depth and distance from an above ground landmark) encountered during demolition/construction and reflect the information on the project as-builts or as per as-built requirements.

NOTE 5: The contractor shall perform demolition in accordance with the approved demolition plan.

1.4.1 Civil/Structural

All supporting foundations, bracing and framing steel members shall be designed by a licensed professional engineer in the State of Oklahoma for the loads provided by the vertical lift fabric door manufacturer. The design shall consider the following:

1.4.1.1 Saw cut existing concrete slab as necessary for columns.

1.4.2 Architectural

1.4.2.1 Demo existing downspouts at main entrance on building 3228.

1.4.2.2 Demo middle section of downspouts leaving the upper section attached to building 3228 and leaving the lower section for reattachment during construction.

1.5 CONSTRUCTION

1.5.1 Civil/Structural

All supporting foundations, bracing and framing steel members shall be designed by a licensed professional engineer in the state of Oklahoma for all loads imposed on the structure.

The Design shall consider the following:

1.5.1.1 The contractor shall hire a structural engineer to verify and design all the canopy elements for all loads imposed on the structure. The structural engineer shall be registered in the State of Oklahoma.

1.5.1.2 Install concrete footings and verify size and orientation.

1.5.1.3 Install awning support columns and beams.

25 JAN 2008 Statement of Work - 5 of 7 WWYK050384

1.5.1.4 If slab is replaced to match existing slab, provide dowels to maintain grade. If footings are level to the slab do not dowel.

1.5.2 Architectural

1.5.2.1 Furnish and install pre-engineered awning and rain gutters for the west side (main entrance) of building 3228 and the south side of building 3225.

1.5.2.1.1 The awning/canopy and rain gutters are to match the existing buildings in color and material.

1.5.2.1.2 Structure shall be composed of a painted metal framework covered with pre-finished steel decking.

1.5.2.1.3 Gutters and downspouts shall be designed for the anticipated loads and in accordance to the requirements of SMACNA Arch, manual for storms.

1.5.2.1.4 Apply the roofing panels in the longest lengths obtainable with end laps occurring only at structural members.

1.5.2.1.5 Improper or mislocated bolt holes in structural members or other misfits caused by improper fabrication or erection shall be repaired.

1.5.2.1.6 Provide complete with mitered corners, end pieces, and special pieces that may be required. Provide water tight seal at all other joints. Provide gutters below the slope line of the roof to allow snow and ice to slide clear. Provide snow guards. Provide hangers and fastenings from metal compatible with the gutters. Space hangers as to Manufacturers specifications.

1.5.2.1.7 Tie in and attach the lower section to the upper section to allow rain flow to drain onto the awning over main entrance of building 3228.

1.5.2.1.8 Wall and roof panels shall have a factory applied finish on the exposed side.

The exterior finish shall consist of a baked-on topcoat with an appropriate prime coat. The exterior coating shall be a nominal thickness consisting of a topcoat and a paint manufacturer’s recommended primer. The interior finish shall consist of the manufacturer’s recommended thickness primer coating.

1.5.2.1.9 Ferrous Surfaces shall be cleaned of oil, grease, loose rust, loose mill scale, and other foreign substances and shop primed. Primer coating shall be in accordance with manufacture’s standard system.

1.5.2.1.10 Flashing, trim, metal closure strips and curbs, fascia, caps, diverters, and similar metal accessories shall be finished to match canopy finish.

1.5.2.1.11 Materials shall be delivered to the site in a dry and undamaged condition and stored out of contact with the ground. Materials other than framing and structural members shall be covered with weather tight coverings and kept dry. Storage accommodations for roofing and siding shall provide good air circulation and protection from surface staining.

1.6 PROJECT DOCUMENTATION

1.6.1 Construction Drawings

Contractor shall be required to provide a minimum of three sets of the approved design/shop drawings to the Contracting Officer prior to beginning construction. Additional copies may be required, as specified on the AF Form 66.

1.6.2 As-Built Drawings

25 JAN 2008 Statement of Work - 6 of 7 WWYK050384

1.6.2.1 All design drawings which form part of the Project's construction contract shall be revised as required by the Contractor during construction, with revision dates noted, in order to accurately convey actual construction in place. This includes both drawings prepared by the Contractor as well as drawings prepared by 72 ABW/CECE. All design drawings shall be stamped 'field verified as-built' by the Contractor prior to their final submittal as part of the Project Documentation requirements. Both hardcopy sets and electronic CADD files (in AutoCAD 2004 format) of the field verified as-built drawings shall be delivered to the Contracting Officer prior to the Project's final inspection.

1.6.2.2 All design drawings prepared by 72 ABW/CECE for this project are available in electronic format from the Contracting Officer.

1.6.3 1354 Requirement

The contractor shall furnish a DD Form 1354, Transfer and Acceptance of Military Real Property Checklist, to the Contracting Officer prior to the final inspection. Checklist is to consist of list all equipment, materials and manufacture’s name, size, type and serial number of all submitted real property approved for installation within the project.

2. GOVERNMENT FURNISHED DRAWINGS

G000 General Notes, Project Site and Vicinity Map A000 Architectural Symbols and Abbreviations A100 Demo Plan, Floor Plan, and Isometric A200 Structural Plan View and Elevations A201 Details

3. GOVERNMENT FURNISHED PROPERTY

There is no Government Furnished Property included in this contract/delivery order.

4. LOCATION

Project area is located at Building 3228, Tinker Air Force Base, Oklahoma.

5. STORAGE AREA(S):

Contractor shall limit all applicable storage of materials, equipment, and incidentals to the immediate construction site. If the Contractor requires additional storage area(s) other than the project site, a request shall be submitted, in writing to the Contracting Officer for approval. These areas are on a first come first served basis and are very limited. A request shall not be considered a guarantee that space is available. During the prebid walk through, the Contractor shall determine the square footage needed and request the area prior to bid submittal. It is recommended that the contractor make arrangements for storage of equipment between its delivery and its installation, as availability of space and security during non-working hours cannot be guaranteed.

6. “OR EQUAL” CLAUSE:

Where reference is made in the specification or on the drawings to specific manufacturers and/or model numbers of equipment or materials, the information is provided to indicate design intent and to establish the minimum quality standards, physical attributes, and performance characteristics which are required for the referenced item. The use of specific names and/or model number is not intended to limit selection of other manufacturers;

equipment or materials meeting these criteria may be submitted to the Contracting Officer for consideration and shall be clearly identified, in writing, as a substitution. The Burden of proving equality for proposed substitutions shall be the responsibility of the Contractor and

25 JAN 2008 Statement of Work - 7 of 7 WWYK050384 submittals for said substitutions shall include detailed manufacturer’s specifications, dimensioned drawings, performance data and any other information necessary to clearly indicate that the proposed item meets or exceeds the quality standards, physical characteristics, and performance criteria established by the contract documents. Submittals, which do not provide proof of equality, will be rejected.

End of SOW

AF FORM 66 (Rev), 19891001 (EF-V1) Page 1 of 2 Revision Date: 03 Feb 06

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

WWYK050384 CONSTRUCT METAL AWNING AND

RAIN GUTTERS B3228

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Section 00700

Para. 1.2 Para. 1.3.12 Contractor Staging Area

Para 1.2, Para. 1.4 Welding, Cutting, and Brazing Permits

Para. 1.2, Para. 1.3.14 Working As-Built Drawings (Redlines)

Para. 1.2, Para. 1.3.15 Final As-Built Drawings (Electronic)

Para. 1.3.7.3.

Final As-Built Drawings (Hard Copy)

Para. 1.2 Attachment 2 DD Form 1354 Checklist

Section 00710

Para. 1.2, Para 1.3 Contractor Health and Safety Plan.

Para. 1.2 Para. 1.3 Safety Meeting Minutes

Para 1.2, Para 1.4 FOD Awareness and Prevention Training Documentation

AF FORM 66 (Rev), 19891001 (EF-V1) Page 2 of 2 Revision Date: 03 Feb 06

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

WWYK050384 CONSTRUCT METAL AWNING AND

RAIN GUTTERS B3228

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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10 Attachment 1, Para. 2 Crane Waivers

Section 00720

Para. 1.2, Para. 1.3.3.2 Storm Water Pollution Prevention Plan

Para. 1.2, Para. 1.3.3.6.

Oklahoma Water Systems Act Documentation

13 Para. 1.2, Para 1.8 Spray Painting Plan

14 Para. 1.2, Para. 1.4 Material Safety Data Sheet

Para. 1.2 Notice of Termination (ODEQ Form 640-572)

Statement of Work

SOW 1.3

Contractor Engineering Responsibilities

4 4

17 SOW 1.4

Phasing/Schedule Plan

SOW 1.7

Metal Awning and Rain Gutters 91’-10’

4 4 4 4 4 4 4 4

General Decision Number: OK080034 06/27/2008 OK34

Superseded General Decision Number: OK20070034

State: Oklahoma

Construction Type: Building

County: Oklahoma County in Oklahoma.

BUILDING CONSTRUCTION PROJECTS, Excluding incidental utility work, (does not include residential construction consisting of single family homes and apartments up to and including 4 stories, sewage and water treatment plants or the construction, alteration and repair of any facility engaged in manufacturing).

Modification Number Publication Date 0 02/08/2008 1 02/15/2008 2 05/30/2008 3 06/06/2008 4 06/27/2008

W912BV-08-R-2011, TASK ORDER TO CONSTRUCT METAL AWNING AND RAIN GUTTERS,

BUILDING B3228, TINKER AIR FORCE BASE, OKLAHOMA COUNTY, OKLAHOMA

OK080034 – 1 06/27/2008

ASBE0094-004 07/16/2006

Rates Fringes Asbestos/Insulator Worker........$ 23.49 10.26

SCOPE OF WORK:

Includes application of all insulation materials, protective coverings and finishings to all types of mechanical systems.

BROK0005-001 06/01/2007

Rates Fringes

BRICKLAYER.......................$ 22.61 8.30

ELEC1141-006 05/28/2008

Rates Fringes

ELECTRICIAN......................$ 24.40 17.25%+4.50

ELEV0063-001 01/01/2005

Rates Fringes Elevator Constructor Mechanic....................$ 26.885 12.115+a

FOOTNOTE:

a. Paid Holidays: New Year's Day; Memorial Day; July 4th;

Labor Day; Thanksgiving Day; Friday after Thanksgiving Day;

Christmas Day., Vacation Pay Credit: Employer contributes 8% of the basic hourly rate for employees with 5 years or more of service or 6% of the basic hourly rate for employees with 6 months to 5 years of service.

ENGI0627-010 06/01/2007

Rates Fringes Power Equipment Operator All Crane Type Equipment with at least 100 ft. and less than 200 ft. of boom (including jib); All Tower Cranes; Crane Equipment (as rated by mfg.) 3 cu. yd. and over); Guy derrick; Whirley.$ 21.45 9.00 All Crane Type Equipment with at least 200 ft. of boom and less than 300

ft. of boom (including jib)........................$ 21.95 9.00 All Crane Type Equipment with at least 300 ft. of boom and over (including jib)........................$ 21.70 9.00 Bobcat......................$ 21.45 9.00 Cement Mixers:

18 Cu. Ft. and over........$ 18.20 9.00 Less than 18 Cu. ft........$ 17.20 9.50 Less than 18 Cu. ft........$ 17.70 9.00 Cherry Picker...............$ 20.95 9.00

OK080034 – 2 06/27/2008

Cranes with less than 100

ft. of boom with jib and Cranes (as rated by mfg.)

less than 3 cu.; Overhead Monorail type crane.........$ 20.95 9.00 Oiler.......................$ 17.20 9.00

IRON0048-003 06/01/2007

Rates Fringes

IRONWORKER, REINFORCING..........$ 21.10 9.72

PAIN0807-003 06/15/2004

Rates Fringes Painters:

Paperhanger.................$ 19.00 2.35 Roller......................$ 18.00 2.35 Spray.......................$ 18.00 2.35

PLAS0809-003 06/01/2001

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 16.31 1.55

PLUM0344-004 07/01/2007

Rates Fringes PLUMBER/PIPEFITTER (Including HVAC Work).......................$ 24.68 10.78

* ROOF0143-001 06/01/2008

Rates Fringes ROOFER, Including Built Up, Composition and Single Ply Roofs............................$ 19.32 5.03

SHEE0124-007 07/01/2003

Rates Fringes Sheet Metal Worker (Including HVAC Work).......................$ 21.82 8.31

SUOK1995-001 09/07/1995

Rates Fringes Carpenters: (Excluding Drywall hanging & Acoustical Installation)....................$ 11.90

DRYWALL FINISHER/TAPER...........$ 12.83 2.53

DRYWALL HANGER (Including Acoustical Installation & Metal Stud/Lath in Connection with Drywall Hanging)............$ 11.29 .10

FLOOR LAYER: CARPET (SOFT)

FLOOR............................$ 15.10 1.52

GLAZIER..........................$ 12.17

INSULATOR - BATT.................$ 12.85 3.30

IRONWORKER, STRUCTURAL

(Excluding Metal Building Erection)........................$ 12.03 Laborers:

Brick Tender................$ 8.69 Common......................$ 7.37 Plaster Tender..............$ 9.30 1.31

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LATHER...........................$ 15.06 2.15

METAL BUILDING ERECTOR...........$ 9.12

Painters:

Brush.......................$ 12.50 2.53

PLASTERER........................$ 15.69

Power Equipment Operator Asphalt Laydown Machine.....$ 9.00 Backhoes....................$ 14.06 3.49 Bulldozers..................$ 14.40 2.58 Forklifts...................$ 12.15 3.53 Graders.....................$ 12.60 2.57 Hole Diggers................$ 14.40 2.00 Loaders.....................$ 11.36 2.40 Rollers.....................$ 11.72 2.05

SPRINKLER FITTER.................$ 15.87 5.58

TILE SETTER......................$ 14.61

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

OK080034 – 4 06/27/2008

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

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