LIS006_AM_3_Final.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: Seaw all Reconstruction, U.S. Air Force Long Range Radar Site, Cape Lisburne, Alaska (LIS006).

The purpose of this amendment is to make revisions and provide information as outlined in the attached Summary of Changes page. CDs are available for pick up, please coordinate a time prior to departure. Deadline for submitting questions through projnet has been extended to 19 July 2015. Proposal due date remains 31 July 2015, 2:00PM Alaska time.

POC for this amendment is Ron Jackson, 907 753-5596.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY 13-Jul-2015

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 W911KB-15-R-0021

X 9B. DATED (SEE ITEM 11)

01-Jun-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

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

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

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

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Jul-2015

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded drawings.

NONE.

b. The following revised documents are substituted for the superseded documents. The identifier “AM#3” appears before and after new and/or revised material, except as noted below.

NONE

c. The following section is deleted.

NONE

d. The following documents are provided on CD available for pickup.

1.) Cape Lisburne Long Range Radar Station Material Source Reconnaissance Report 2.) As-Built drawing: elm_arc_d116_swo_0067 3.) As-Built drawing: elm_arc_d116_swo_0068 4.) As-Built drawing: elm_arc_d116_swo_0071 5.) As-Built drawing: elm_arctec_ms_1tif_123_174 6.) Survey information

e. The following revisions are incorporated.

1.) Section 31 09 13.00 29, entire section attached.

f. Other:

1.) Wage Rates have been updated, attached.

2.) Site Plan, attached.

(End of Summary of Changes)

AMEND#3 SEAWALL RECONSTRUCTION LIS006

CAPE LISBURNE, ALASKA

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 09 13.00 29

SURVEYS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 DEFINITIONS

1.4 SUBMITTALS

1.5 SERIAL LETTERS

1.6 SURVEY PLAN AND EQUIPMENT

1.7 CERTIFICATION

1.8 GPS ENABLED CONSTRUCTION EQUIPMENT

1.9 GOVERNMENT-FURNISHED DATA

PART 2 PRODUCTS

2.1 SURVEYS

2.2 SURVEY DATA AND DRAWINGS

2.3 CROSS SECTIONS AND QUANTITY COMPUTATIONS

2.4 FIELD PHOTOS

2.5 QUALITY CONTROL

2.6 SURVEY DELIVERABLES

2.7 EXISTING MONUMENTS

2.8 ACCURACY

2.9 DAILY SOUNDINGS/ELEVATIONS

PART 3 EXECUTION

-- End of Section Table of Contents --

Section 31 09 13.00 29 Page 1

SECTION 31 09 13.00 29

SURVEYS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

Items included in this section cover topographic and/or hydrographic survey requirements as specified herein or indicated on the drawings.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (Nov 2013) Engineering and Design - Hydrographic Surveying

EM 1110-1-1005 (Jan 2007) Engineering and Design - Control and Topographic Surveying

TR-09-2 (2009) Architectural, Engineering, and Construction (AEC) CADD Standards https://cadbim.usace.army.mil

1.3 DEFINITIONS

The survey limits shall include the extents of the seawall footprint and excavation area, runway, overrun areas, apron area, all disposal areas, rock stockpile area, and quarry.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Survey Plan and Equipment; G

Pre-construction survey; G

SD-11 Closeout Submittals

Interim condition surveys; G

Post-construction survey; G

1.5 SERIAL LETTERS

Serial letters shall be used to transmit the following:

Section 31 09 13.00 29 Page 2

1. Notification of intent to perform a pre-construction or post-construction survey.

2. Preliminary and final survey drawings of the pre-construction, interim condition, and post construction surveys and data. See the section "Survey Deliverables" in this specification for details.

3. Daily Soundings (weekly).

1.6 SURVEY PLAN AND EQUIPMENT

The Contractor shall provide a survey plan to the Contracting Officer's Representative (COR) describing the following, as a minimum:

A. Provide the name, model, year of manufacture and electronic frequencies of all the horizontal positioning, recording/depth-finding, and tidal equipment to be used. Provide the manufacturer's stated positioning accuracy and capability for all the equipment to be used.

B. Provide a written description of survey procedures that shows the independent surveyor shall provide surveys meeting all requirements of EM 1110-1-1005 for topographic surveying and EM 1110-2-1003 for hydrographic surveying.

C. Certify that the vessel to be used is safe and suitable for operation in the waters in which the work is to be performed, and that experienced staff will be used for operation of the vessel as well as the position and recording/depth finding equipment.

D. Provide the independent hydrographic surveyor firm name, qualifications and experience and show how the surveyor meets the minimum requirements stated in this specification. Names and resumes for all survey field personnel, and their responsibility to the independent hydrographic surveyor, shall be included.

E. The Contractor shall list any other personnel not directly employed by the hydrographic surveyor that will be performing surveying for the hydrographic surveyor. Provide qualifications, experience, and describe their responsibility to the Contractor and the independent hydrographic surveyor.

F. When Global Positioning Systems are used for surveys required in this section, show how the GPS will be used to follow EM 1110-2-1003.

When conventional survey systems (total station, etc.) are used, show how they will follow procedural guidance and specifications of EM 1110-1-1005.

G. Survey Control Plan - a horizontal and vertical control plan shall be submitted. The plan shall include procedures for local control to be verified through two published primary NOAA tidal benchmarks.

Horizontal local control to be verified in the field.

H. Survey Quality Assurance/Quality Control Plan - describe how the independent licensed surveyor will provide the QA/QC of their survey in accordance with the EM 1110-1-1005 and/or EM 1110-2-1003.

Section 31 09 13.00 29 Page 3

1.7 CERTIFICATION

When hydrographic or both hydrographic and topographic surveys are required, the Contractor shall provide an independent hydrographic surveyor who is a Professional Land Surveyor (PLS) with a license valid in the State of Alaska, and have current hydrographic certification from the American Congress for Surveying and Mapping (ACSM). The surveyor shall document at least 3 years of experience in hydrographic surveying of navigable channels.

When only topographic surveys are required, the Contractor shall provide an independent surveyor who is a Professional Land Surveyor (PLS) with a license valid in the State of Alaska. The surveyor shall document at least 3 years of experience in surveying civil works projects similar to this contract.

AM#3...

1.8 GPS ENABLED CONSTRUCTION EQUIPMENT

Data acquisition performed by GPS enabled construction equipment will be acceptable for areas below 0.0 foot MLLW for interim survey submittals only. GPS enabled construction equipment shall meet all topographic and hydrographic survey requirements, including QA/QC and accuracy standard requirements. ...AM#3

1.9 GOVERNMENT-FURNISHED DATA

The COR will provide the Contractor with CD-ROM disk(s) containing data in the AutoCAD DWG format meeting current version Architect Engineering and Construction (A/E/C) CAD standards, and capable of producing a basic survey contract drawing, complete with area map, borders, title block, and miscellaneous information.

PART 2 PRODUCTS

2.1 SURVEYS

The Contractor shall provide surveys through use of an independent hydrographic/topographic survey firm as specified in this section and in accordance with EM 1110-2-1003 and EM 1110-1-1005. The hydrographic/topographic firm shall have the capability to plot the surveys by computer onto orthographic plan-view drawings.

The independent surveyor shall perform the following surveys in this contract:

A. Pre-construction surveys B. Interim condition surveys C. Post-construction surveys

All pre-construction and post-construction hydrographic surveys shall be Multi-beam. Interim condition AM#3... surveys if hydrographic ...AM#3 shall be multi-beam or single-beam.

Coordination with the port harbormaster/operations manager, the COR, and any other vessels operating within the survey limits is required.

A. Pre-construction surveys. A pre-construction survey of the entire survey limits shown on the contract drawings shall be conducted as follows:

Section 31 09 13.00 29 Page 4

1. Performed no more than 21 calendar days prior to the start of construction.

2. Performed by the Contractor's independent hydrographic/topographic surveyor.

3. Preceded by the Contractor notifing the COR in writing (by use of a serial letter) of its intent to perform a pre-construction survey at least 7 days in advance.

4. The preliminary survey package shall be submitted to the COR within 7 days of the start of the survey fieldwork.

5. If a multi-year contract, the pre-construction survey shall be conducted before the start of each season.

6. The Government shall have 7 days to review and comment on this survey.

7. The Contractor shall have 7 days from receipt of comments to finalize this survey and submit the final survey package.

8. The preliminary pre-dredge/pre-construction survey, including quantity computations, cross section drawings, QA/QC, 10 field photos, field notes and all data described in this section shall be accepted by the COR in writing (by use of a serial letter) before the start of any construction activities. The Contractor shall not start construction work without written acceptance of the pre-dredge/pre-construction survey by the Government.

B. Interim Condition Surveys. Interim Condition surveys shall be performed and submitted to the COR to verify that the project is being constructed as defined in the Contract plans and specifications and as the basis for pay estimates.

1. An interim survey shall be required 60 calendar days after Contractor mobilization each season. Additional interim surveys shall be required every 60 calendar days thereafter until Contractor demobilization.

2. The COR will have the right to request three additional interim surveys in addition to the surveys indicated above. These surveys may be requested at any time, for the entire survey limits or any portion thereof, at no additional cost to the Government.

3. For projects involving excavation, interim surveys shall cover the full extent of the survey limits of the project.

4. For construction projects, interim condition surveys shall depict original ground, and each layer of material placed or removed as of the survey date, including partially complete layers.

5. The cross-sections shall show each layer of material placed or removed, and shall be drawn as specified in this section.

6. The preliminary and final interim survey packages shall include project drawings with soundings, quantity computations, cross section drawings, QA/QC, field notes, 10 field photos, and associated data described in this section.

7. The preliminary survey package shall be submitted to the COR within 7 days of the completion of the survey.

8. The Government shall have 14 days to review and comment on this survey.

9. The Contractor shall have 7 days from receipt of comments to finalize this survey and submit the final survey package.

C. Post-construction surveys. After the completion of all construction, a post-construction survey of the entire survey limits shall be conducted as follows:

1. Performed no more than 2 days after to the completion of all

Section 31 09 13.00 29 Page 5 construction.

2. Performed by the Contractor's independent hydrographic/topographic surveyor.

3. Preceded by the Contractor notifying the COR in writing (by use of a serial letter) of its intent to perform a post-construction survey at least 10 calendar days in advance.

4. If a multi-year contract, the post-construction survey will be conducted at the end of each season.

5. For construction projects, the interim survey values depicting each layer placed or removed shall be shown on the post-construction drawings, with notes added to trace the point values to their respective surveys.

6. Preliminary and Final post-construction survey packages shall include all data files, cross-sections, 10 field photos and quantities as indicated in this section.

7. The preliminary survey package shall be submitted to the COR within 7 days of the start of field work for each survey.

8. The Government shall have 14 days to review and comment on this survey.

9. The Contractor shall have 7 days from receipt of comments to finalize this survey and submit the final survey package.

If project placement or depths have not been attained, the Contractor shall place and/or remove the required material and a re-survey of the entire survey limits shall be performed at no additional cost to the Government.

This process shall be repeated at the Contractor's expense until the required project placement and/or depths have been achieved in accordance with the plans and specifications.

Prior to the Contractor demobilizing from any project site, a post construction survey to determine if contract requirements have been attained over the entire project area shall be performed by the Contractor's independent surveyor within the time limits stated above. In the field, the Contractor shall provide proof, and document via serial letter, of meeting contract requirements over the entire project area to the Government's designated COR by AutoCAD display of post-processed XYZ point files superimposed with project limits. The Contractor shall acknowledge within the serial letter that re-mobilization to correct any deficiencies found will be required at its own expense.

Availability of Materials: All field notes, sketches and computations made by the Contractor in establishing the above surveys shall be available at all times during the progress of the work and for ready examination by the Contracting Officer or their representative.

2.2 SURVEY DATA AND DRAWINGS

The Contractor's independent surveyor shall reduce the survey depth soundings (and topographic shots) to the nearest one-tenth (0.1) foot referenced to mean lower low water (MLLW) in feet and provide sorted, edited, and tide corrected data in separate PNEZD (for project control components) and ENZ (for topographic and hydrographic components) comma-delimited ascii point files 3, 6, 12 and 24 ft cell size, scale sorted, and an original point file with all topographic and hydrographic component points. Point files shall be submitted in ".XYZ" file extension format with the z-values in elevation mode (points below the 0 foot MLLW elevation include a minus sign and points above the 0 foot MLLW elevation have no sign).

Section 31 09 13.00 29 Page 6

All surveys shall be recorded and legibly plotted across the entire survey limits as shown on the contract drawings. The soundings and topographic shots plotted on the drawings shall be in depth mode (points below the 0 foot MLLW elevation have no sign and points above the 0 foot MLLW elevation have a positive sign).

For new construction projects, such as breakwaters or revetments, data to produce cross sections for each survey shall be taken at 25-foot stations along the project control line. Elevations shall be taken at a maximum of 10-foot-intervals along each 25-foot station perpendicular to the project control line and extending 20 feet beyond the perpendicular extent of the revetment or breakwater material placement. Additional soundings and/or shots shall be taken to capture all breakpoints along the cross-section.

The DWG plots shall include all pertinent title block information, also including tables for minimum survey boundary, project area limits, disposal site limits, and control data (control to contain elevations in MLLW, notes, and/or material placment areas as required under surveys above and shall meet all current version of TR-09-2, Architectural, Engineering, and Construction (AEC) CADD standards.

Any information found in error on the government-furnished drawings provided, such as vicinity maps, notes, shorelines, floats, docks, navigational aids, control coordinates, etc., shall be brought to the attention of the COR and replaced with accurate data as it becomes known. Each DWG drawing shall contain all pertinent data respective to its survey and be legibly and accurately plotted at the above specified spacing.

2.3 CROSS SECTIONS AND QUANTITY COMPUTATIONS

For each survey, the independent hydrographic/topographic surveyor shall provide cross-sections and quantities for each 25 foot baseline station increment across the project area as drawing and data files. Plots of cross-sections shall be computer generated by the independent surveyor and plotted at a minimum scale of 1"= 20' vertical and 1" = 20' horizontal.

Horizontal and vertical scales shall be the same. For each station (or cross section), different line types shall be used to show the following:

Original ground Side slopes Design template and allowable tolerance Material placed, including all layers Material removed/excavated Material stockpiled

For each survey, a running total of the quantity removed/placed by type/area to design template, tolerance and outside the applicable tolerance shall be maintained and reported in an Excel spreadsheet.

Quantities placed or removed outside the applicable tolerance shall be deducted from the total quantity placed or removed. Calculations shall be performed using the composite method, given in cubic yards, ( the original point file, meeting the requirements specified in this section, paragraph 2.2), and submitted on the drawing sheets and in an Excel spreadsheet with each survey, and including notes stating the point file and surface build characteristics used for the calculations. For all successive surveys, including interim and post-construction surveys, quantity computations shall show the survey-to-survey change in the quantities listed above. The quantity removed/placed for each type/area shall be shown separately.

Section 31 09 13.00 29 Page 7

2.4 FIELD PHOTOS

Field photos shall include the vessel used for the survey with positioning equipment in place, field conditions (water and land), and any obstacles to completing the survey. Any monuments in poor condition shall be photographed.

2.5 QUALITY CONTROL

Submit all quality assurance/quality control (QA/QC) reports and field notes with each preliminary submittal. Perform all QA/QC in accordance with EM 1110-2-1003 and EM 1110-1-1005.

The hydrographer's bathymetric data format shall provide complete traceability for all positions, soundings, and correctors including sensor offsets, biases, dynamic attitude, sound speed, position, sensor position, date and time, vertical datum reducers, and sounding data from acquisition through post processing. Data quality and edit flags must be traceable.

Provide documentary evidence that calibration, performance tests, and quality control were conducted. This shall include a written log (or equivalent digital record) of sensor offset and alignment measurements, patch test calibration results, sound velocity measurements, bar checks, squat calibrations, tide/stage observations, performance test results, etc., pertaining to the survey.

Also include associated control monument quality control (level closures, etc.).

2.6 SURVEY DELIVERABLES

Each survey (pre-construction, interim, and post-construction) shall be submitted as a preliminary and a final. The COR will review and provide comments on each preliminary survey. The Contractor shall revise the survey in accordance with the comments and submit the final survey.

Preliminary surveys will either be accepted with comments or disapproved.

Preliminary Survey Package: Preliminary survey drawings shall be submitted in PDF format and in AutoCAD in an editable and searchable CIVIL 3D format.

All surfaces shall be submitted in XML format. Include quantity computations in an excel spreadsheet and summarized in a table on the drawings, cross sections, Civil 3D data, field notes, QA/QC and all supporting files. All surveys shall be organized in individual folders labeled as mm_dd_yyyy with sub folders labeled:

01 Project Drawings 02 Point Files 03 Volumetric Files 04 Scanned Field Notes & QA-QC 05 Photos

The preliminary survey package shall be posted to the Contractor maintained ftp site and the COR notified by email that the information has been posted. The Contractor shall also notify the COR with a serial letter.

Incomplete packages will be rejected without review.

Comments on disapproved surveys will be provided to the Contractor in a

Section 31 09 13.00 29 Page 8 serial letter. Disapproved surveys shall be revised and resubmitted within 5 days.

Final Survey Package: Final survey drawings shall address all comments submitted by the COR and include a survey number provided by the COR. All autoCAD files shall be submitted in an editable and searchable CIVIL 3D format. All surfaces shall be submitted in XML format. Include quantity computations in an excel spreadsheet and summarized in a table on the drawings, cross sections, Civil 3D data, field notes, QA/QC and all supporting files. All surveys shall be organized in individual folders labeled as mm_dd_yyyy with sub folders labeled:

01 Project Drawings 02 Point Files 03 Volumetric Files 04 Scanned Field Notes & QA-QC 05 Photos

The final survey package shall be a complete record of the survey; data from the preliminary survey that was not revised shall be included in the final submittal.

Final survey drawings in PDF format shall be stamped on each page, signed, and dated by the independent surveyor. One full size paper copy of the stamped, signed drawings and an 11" X 17" paper copy of the final survey data package shall be submitted along with a CD/DVD of all data. Provide a serial letter transmitting each final survey package.

2.7 EXISTING MONUMENTS

As part of the pre-construction survey, the position, elevation and condition of existing Primary and Local control monuments mentioned or shown on the drawings shall be verified by GPS or conventional methods.

The COR shall be notified of any deviances in position or elevation prior to making any corrections to the data. The COR shall also be provided any subsequent corrected survey data of any of the control monuments, which shall be in writing and stamped by a Professional Land Surveyor (PLS) valid in the State of Alaska).

2.8 ACCURACY

All surveys shall conform to requirements specified in the most current USACE Engineering Manual EM 1110-1-1005 (Engineering and Design - Control and Topographic Surveying) and EM 1110-2-1003 (Engineering and Design - Hydrographic Surveying. Specifically, the following accuracies must be obtained:

a. Horizontal Control Point Closure Standard shall be Second Order Class II referenced to Alaska State Plane based on NAD83 in U.S. survey feet.

b. Distance closure error, after azimuth adjustment, shall not exceed 1 part in 20,000 parts.

c. Traverse adjustment shall be by the Least Squares Method.

d. Vertical control shall be referenced to Mean Lower Low Water (MLLW = 0.0 feet) based on the 1983-2001 tidal epoch, holding current published NOAA/CO-OP values.

e. Levels shall meet USACE Third Order for primary and local monuments at the project site.

Section 31 09 13.00 29 Page 9

2.9 DAILY SOUNDINGS/ELEVATIONS

The Contractor shall perform soundings/take elevations on a daily basis.

The soundings/elevations shall be conducted on a 25-foot grid system covering the work area. The soundings/elevations shall be recorded by the Contractor on a scaled project drawing, shall be available daily, and compiled and submitted to the COR weekly. Such information shall be used to control work and aid in determining quantities of material placed or removed should no hydrographic/topographic survey information be available due to adverse weather conditions. No additional payment will be made for performing daily soundings/elevations. Daily soundings/elevations are not required to be performed by the independent hydrographic surveyor. Daily soundings shall be submitted separately (i.e. not as part of the pre-construction, interim or post-construction surveys).

PART 3 EXECUTION

NOT USED

-- End of Section --

Section 31 09 13.00 29 Page 10

General Decision Number: AK150001 07/10/2015 AK1

Superseded General Decision Number: AK20140001

State: Alaska

Construction Types: Building and Heavy

Counties: Alaska Statewide.

BUILDING AND HEAVY CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories)

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 01/09/2015 2 01/23/2015 3 02/06/2015 4 02/20/2015 5 03/27/2015 6 04/03/2015 7 04/10/2015 8 05/29/2015 9 06/12/2015 10 07/10/2015

ASBE0097-001 09/02/2013

Rates Fringes

Asbestos Workers/Insulator (includes application of all insulating materials protective coverings, coatings and finishings to all types of mechanical systems).........................$ 34.88 18.67

ASBE0097-002 09/02/2013

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(includes preparation, wetting, stripping, removal scrapping, vacuming, bagging, and disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems).........$ 34.88 18.67

BOIL0502-002 01/01/2013

Rates Fringes

BOILERMAKER......................$ 42.97 26.60

BRAK0001-002 07/01/2014

Rates Fringes

Bricklayer, Blocklayer, Stonemason, Marble Mason, Tile Setter, Terrazzo Worker.....$ 39.03 18.95 Tile & Terrazzo Finisher.........$ 33.27 18.95

CARP1501-001 09/01/2014

Rates Fringes

MILLWRIGHT.......................$ 35.74 21.29

CARP2520-003 09/01/2014

Rates Fringes

Diver Stand-by....................$ 41.65 23.34 Tender......................$ 40.65 23.34 Working.....................$ 81.45 23.34

Piledriver Carpenter...................$ 37.34 23.34 Piledriver; Skiff Operator and Rigger..................$ 37.34 23.34 Sheet Stabber...............$ 36.59 22.59 Welder......................$ 42.90 23.34

DEPTH PAY PREMIUM FOR DIVERS BELOW WATER SURFACE:

50-100 feet $1.00 per foot 101 feet and deeper $2.00 per foot

ENCLOSURE PAY PREMIUM WITH NO VERTICAL ASCENT:

5-50 FEET $1.00 PER FOOT/DAY

51-100 FEET $2.00 PER FOOT/DAY

101 FEET AND ABOVE $3.00 PER FOOT/DAY

SATURATION DIVING:

The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

CARP4059-001 09/01/2014

Rates Fringes

CARPENTER

Carpenter...................$ 37.34 23.34 Lather/Drywall Applicator...$ 36.59 22.59

ELEC1547-004 04/01/2015

Rates Fringes

CABLE SPLICER....................$ 39.82 3%+24.36

ELECTRICIAN......................$ 39.49 3%+24.36

ELEC1547-005 04/01/2015

Line Construction

Rates Fringes

CABLE SPLICER....................$ 52.27 3%+28.48

Linemen (Including Equipment Operators, Technician)...........$ 50.52 3%+28.48 Powderman........................$ 48.52 3%+28.48

TREE TRIMMER.....................$ 35.34 3%+21.66

ELEV0019-002 01/01/2015

Rates Fringes

ELEVATOR MECHANIC................$ 51.34 28.38+a+b

FOOTNOTE: a. Employer contributes 8% of the basic hourly rate for over 5 year's service and 6% of the basic hourly rate for 6 months to 5 years' of service as vacation paid credit. b. Eight paid holidays:

New Year's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day; Friday after Thanksgiving and Christmas Day

ENGI0302-002 01/01/2015

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.03 21.10

GROUP 1A....................$ 41.79 21.10

GROUP 2.....................$ 39.26 21.10

GROUP 3.....................$ 38.54 21.10

GROUP 4.....................$ 32.33 21.10

TUNNEL WORK

GROUP 1....................$ 44.03 21.10

GROUP 1A...................$ 45.97 21.10

GROUP 2....................$ 43.19 21.10

GROUP 3....................$ 42.39 21.10

GROUP 4....................$ 35.56 21.10

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Roller: Breakdown, Intermediate, and Finish; Back Filler; Barrier Machine (Zipper); Beltcrete with power pack and similar conveyors; Bending Machine;

Boat Coxwains; Bulldozers; Cableways, Highlines and Cablecars; Cleaning Machine; Coating Machine; Concrete Hydro Blaster; Cranes-45 tons and under or 150 foot boom and under (including jib and attachments): (a) Hydralifts or Transporters, all track or truck type,(b) Derricks;

Crushers; Deck Winches-Double Drum; Ditching or Trenching Machine (16 inch or over); Drilling Machines, core, cable, rotary and exploration; Finishing Machine Operator, Concrete Paving, Laser Screed, Sidewalk, Curb and Gutter Machine; Helicopters; Hover Craft, Flex Craft, Loadmaster, Air Cushion, All Terrain Vehicle, Rollagon, Bargecable, Nodwell, and Snow Cat; Hydro Ax: Feller Buncher and similar; Loaders (2 1/2 yards through 5 yards, including all attachments): Forklifts with telescopic boom and swing attachment, Overhead and front end, 2 1/2 yards through 5 yards, Loaders with forks or pipe clamps; Loaders, elevating belt type, Euclid and similar types; Mechanics, Bodyman; Micro Tunneling Machine; Mixers: Mobile type w/hoist combination; Motor Patrol Grader; Mucking Machines:

Mole, Tunnel Drill, Horizontal/Directional Drill Operator, and/or Shield; Operator on Dredges; Piledriver Engineers, L. B. Foster, Puller or similar Paving Breaker; Power Plant, Turbine Operator, 200 k.w. and over (power plants or combination of power units over 300 k.w.); Scrapers-through 40 yards; Service Oiler/Service Engineer; Sidebooms-under 45 tons; Shot Blast Machine; Shovels, Backhoes, Excavators with all attachments, and Gradealls (3 yards and under), Spreaders, Blaw Knox, Cedarapids, Barber Greene, Slurry Machine; Sub-grader (Gurries, Reclaimer, and similar types); Tack tractor; Truck mounted Concrete Pumps, Conveyor, Creter; Water Kote Machine; Unlicensed off road hauler

GROUP 1A: Camera/Tool/Video Operator (Slipline), Cranes-over 45 tons or 150 foot (including jib and attachments): (a) Clamshells and Draglines (over 3 yards),

(b) Tower cranes; Licensed Water/Waste Water Treatment Operator; Loaders over 5 yds.; Certified Welder, Electrical Mechanic, Camp Maintenance Engineer, Mechanic (over 10,000 hours); Motor Patrol Grader, Dozer, Grade Tractor, Roto-mill/Profiler (finish: when finishing to final grade and/or to hubs, or for asphalt); Power Plants: 1000 k.w.

and over; Quad; Screed; Shovels, Backhoes, Excavators with all attachments (over 3 yards), Sidebooms over 45 tons;

Slip Form Paver, C.M.I. and similar types; Scrapers over 40 yards;

GROUP 2: Boiler-fireman; Cement Hog and Concrete Pump Operator; Conveyors (except as listed in group 1); Hoist on steel erection; Towermobiles and Air Tuggers;

Horizontal/Directional Drill Locator;Licensed Grade Technician; Loaders, (i.e., Elevating Grader and Material Transfer Vehicle); Locomotives: rod and geared engines;

Mixers; Screening, Washing Plant; Sideboom (cradling rock drill regardless of size); Skidder; Trencing Machine under 16 inches; Waste/ Waste Water Treatment Operator.

GROUP 3: "A" Frame Trucks, Deck Winches: single power drum;

Bombardier (tack or tow rig); Boring Machine; Brooms-power;

Bump Cutter; Compressor; Farm tractor; Forklift, industrial type; Gin Truck or Winch Truck with poles when used for hoisting; Grade Checker and Stake Hopper; Hoist, Air Tuggers, Elevators; Loaders: (a) Elevating-Athey, Barber Green and similar types (b) Forklifts or Lumber Carrier (on construction job site) (c) Forklifts with Tower (d) Overhead and Front-end, under 2 1/2 yds. Locomotives:Dinkey (air, steam, gas and electric) Speeders; Mechanics (light duty); Oil, Blower Distribution; Post Hole Diggers, mechanical; Pot Fireman (power agitated); Power Plant, Turbine Operator, under 200 k.w.; Pumps-water; Roller-other than Plantmix; Saws, concrete; Skid Steer with all attachments; Straightening Machine; Tow Tractor

GROUP 4: Rig Oiler/Crane Assistant Engineer;Parts and Equipment Coordinator; Swamper (on trenching machines or shovel type equipment); Spotter; Steam Cleaner; Drill Helper.

FOOTNOTE: Groups 1-4 receive 10% premium while performing tunnel or underground work. Rig Oiler/Crane Assistant Engineer shall be required on cranes over 85 tons or over 100 feet of boom.

IRON0751-003 08/01/2013

Rates Fringes

Ironworkers:

BRIDGE, STRUCTURAL,

ORNAMENTAL, REINFORCING

MACHINERY MOVER, RIGGER,

SHEETER, STAGE RIGGER,

BENDER OPERATOR.............$ 33.55 25.53

FENCE, BARRIER AND

GUARDRAIL INSTALLERS........$ 30.05 25.53

GUARDRAIL LAYOUT MAN........$ 30.79 25.53

HELICOPTER, TOWER...........$ 34.55 25.53

LABO0341-005 09/01/2014

Rates Fringes

Laborers: South of the 63rd Parallel & West of Longitude 138 Degrees

GROUP 1.....................$ 29.24 23.43

GROUP 2.....................$ 30.24 23.43

GROUP 3.....................$ 31.14 23.43

GROUP 3A....................$ 34.42 23.43

GROUP 3B....................$ 35.25 23.43

GROUP 4.....................$ 18.81 23.43

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 32.16 23.43

GROUP 2....................$ 33.26 23.43

GROUP 3....................$ 34.25 23.43

GROUP 3A...................$ 37.86 23.43

GROUP 3B...................$ 38.78 23.43

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos (limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

* LABO0942-001 04/01/2015

Rates Fringes

Laborers: North of the 63rd Parallel & East of Longitude 138 Degrees

GROUP 1.....................$ 29.79 24.83

GROUP 2.....................$ 30.79 24.83

GROUP 3.....................$ 31.69 24.83

GROUP 3A....................$ 34.97 24.83

GROUP 3B....................$ 35.80 24.83

GROUP 4.....................$ 19.36 24.83

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 32.77 24.83

GROUP 2....................$ 33.87 24.83

GROUP 3....................$ 34.86 24.83

GROUP 3A...................$ 38.47 24.83

GROUP 3B...................$ 39.38 24.83

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos (limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry

Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

PAIN1959-001 04/01/2015

NORTH OF THE 63RD PARALLEL

Rates Fringes

PAINTER

BRUSH/ROLLER PAINT OR WALL

COVERER.....................$ 31.61 19.72

TAPING, TEXTURING,

STRUCTURAL PAINTING,

SANDBLASTING, POT TENDER,

FINISH METAL, SPRAY,

BUFFER OPERATOR, RADON

MITIGATION, LEAD BASED

PAINT ABATEMENT, HAZARDOUS

MATERIAL HANDLER............$ 32.13 19.72

PAIN1959-002 04/01/2014

SOUTH OF THE 63RD PARALLEL

Rates Fringes

PAINTER

Brush, Roller, Sign, Paper and Vinyl, Swing Stage, Hand Taper/Drywall, Structural Steel, and Commercial Spray............$ 29.85 19.47 Machine Taper/Drywall.......$ 30.59 19.23 Spray-Sand/Blast, Epoxy and Tar Applicator..........$ 30.69 19.23

PAIN1959-003 01/01/2015

NORTH OF THE 63RD PARALLEL

Rates Fringes

GLAZIER..........................$ 37.52 19.70

PAIN1959-004 07/01/2012

Rates Fringes

FLOOR LAYER: Carpet.............$ 30.09 13.02

PAIN1959-006 01/01/2015

SOUTH OF THE 63RD PARALLEL

Rates Fringes

GLAZIER..........................$ 37.52 18.98

PLAS0867-001 02/01/2015

Rates Fringes

PLASTERER

North of the 63rd parallel..$ 36.94 20.22 South of the 63rd parallel..$ 36.69 20.22

PLAS0867-004 02/01/2015

Rates Fringes

CEMENT MASON/CONCRETE FINISHER

North of the 63rd parallel..$ 36.69 20.22 South of the 63rd parallel..$ 36.44 20.22

PLUM0262-002 07/01/2013

East of the 141st Meridian

Rates Fringes

Plumber; Steamfitter.............$ 36.02 25.62

PLUM0367-002 07/01/2013

South of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 38.46 20.74

PLUM0375-002 07/01/2014

North of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 40.96 21.25

PLUM0669-002 07/01/2013

Rates Fringes

SPRINKLER FITTER.................$ 42.05 21.67

* SHEE0023-003 07/01/2015

South of the 63rd Parallel

Rates Fringes

SHEET METAL WORKER...............$ 40.79 22.38

* SHEE0023-004 07/01/2015

North of the 63rd Parallel

Rates Fringes

SHEET METAL WORKER...............$ 45.93 21.44

TEAM0959-003 09/01/2014

Rates Fringes

TRUCK DRIVER

GROUP 1.....................$ 39.09 20.02

GROUP 1A....................$ 40.36 20.02

GROUP 2.....................$ 37.83 20.02

GROUP 3.....................$ 37.01 20.02

GROUP 4.....................$ 36.43 20.02

GROUP 5.....................$ 35.67 20.02

GROUP 1: Semi with Double Box Mixer; Dump Trucks (including rockbuggy and trucks with pups) over 40 yards up to and including 60 yards; Deltas, Commanders, Rollogans and similar equipment when pulling sleds, trailers or similar equipment; Boat Coxswain; Lowboys including attached trailers and jeeps, up to and including 12 axles; Ready-mix over 12 yards up to and including 15 yards); Water Wagon (250 Bbls and above); Tireman, Heavy Duty/Fueler

GROUP 1A: Dump Trucks (including Rockbuggy and Trucks with pups) over 60 yards up to and including 100 yards; Jeeps (driver under load)

GROUP 2: Turn-O-Wagon or DW-10 not self-loading; All Deltas, Commanders, Rollogans, and similar equipment; Mechanics;

Dump Trucks (including Rockbuggy and Trucks with pups) over 20 yards up to and including 40 yards; Lowboys including attached trailers and jeeps up to and including 8 axles;

Super vac truck/cacasco truck/heat stress truck; Ready-mix over 7 yards up to and including 12 yards; Partsman;

Stringing Truck

GROUP 3: Dump Trucks (including Rockbuggy and Trucks with pups) over 10 yards up to and including 20 yards; batch trucks 8 yards and up; Oil distributor drivers; Oil Distributor Drivers; Trucks/Jeeps (push or pull); Traffic Control Technician

GROUP 4: Buggymobile; Semi or Truck and trailer; Dumpster;

Tireman (light duty); Dump Trucks (including Rockbuggy and Truck with pups) up to and including 10 yards; Track Truck Equipment; Grease Truck; Flat Beds, dual rear axle; Hyster Operators (handling bulk aggregate); Lumber Carrier; Water Wagon, semi; Water Truck, dual axle; Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted "A" Frame manufactured rating over 5 tons; Bull Lifts and Fork Lifts with Power Boom and Swing attachments, over 5 tons; Front End Loader with Forks; Bus Operator over 30 passengers; All Terrain Vehicles; Boom Truck/Knuckle Truck over 5 tons; Foam Distributor Truck/dual axle; Hydro-seeders, dual axle;

Vacuum Trucks, Truck Vacuum Sweepers; Loadmaster (air and water); Air Cushion or similar type vehicle; Fire Truck/Ambulance Driver; Combination Truck-fuel and grease;

Compactor (when pulled by rubber tired equipment); Rigger

(air/water/oilfield); Ready Mix, up to and including 7 yards;

GROUP 5: Gravel Spreader Box Operator on Truck; Flat Beds, single rear axle; Boom Truck/Knuckle Truck up to and including 5 tons; Pickups (Pilot Cars and all light duty vehicles); Water Wagon (Below 250 Bbls); Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted "A" Frame, manufactured rating 5 tons and under; Bull Lifts and Fork Lifts (fork lifts with power broom and swing attachments up to and including 5 tons); Buffer Truck; Tack Truck; Farm type Rubber Tired Tractor (when material handling or pulling wagons on a construction project); Foam Distributor, single axle; Hydro-Seeders, single axle; Team Drivers (horses, mules and similar equipment); Fuel Handler (station/bulk attendant); Batch Truck, up to and including 7 yards;

Gear/Supply Truck; Bus Operator, Up to 30 Passengers;

Rigger/Swamper

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)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination.