Amendment_No._0002.pdf

(x)

R15PS00691

x x 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.

x

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

06/08/20150002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

05/06/2015

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project Title: Fish Hatchery Outlet Works Recoating, Pueblo Dam, Fryingpan-Arkansas Project, Colorado

See attachment for changes incorporated by this amendment:

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

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

Gerri Voto-Braun

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Amendment No. 0002 Solicitation No. R15PS00691

Description of Changes:

1. In Part I – The Schedule, Section C – Specifications, Section 01 35 20 – Safety and Health, remove Page 01 35 20-3 and 01 35 20-4 and substitute therefor the attached revised Page 01 35 20-3 and 01 35 20-4.

2. In Part I – The Schedule, Section C – Specifications, remove Section 01 51 00 – Temporary

Utilities in its entirety and substitute therefor the attached revised Section 01 51 00.

3. In Part I – The Schedule , Section C – Specifications, Section 09 96 20 – Coatings, remove Page 09 96 20-5 through 09 96 20-12 and substitute therefor the attached revised Pages 09 96 20-5 through 09 96 20-12.

4. In Part III – Documents, Exhibits and Other Attachments, Section J – List of Documents, Exhibits and Other Attachments, remove General Decision CO150012 dated March 27, 2015 and substitute therefor the attached revised General Decision CO 150012, dated June 5, 2015.

Receipt of Proposals: The hour and date for receipt of proposals remains the same, 4:30 PM on June 16, 2015.

Pueblo Dam Fish Hatchery Outlet Works Recoating Amendment No. 002

Safety and Health

Revised 01 35 20 - 3 until a JHA is acceptable to the Onsite Government Representative.

3) Activities involving hazardous materials shall have the appropriate Material Safety Data Sheet(s) attached to the JHA.

f. Respiratory Protection

1) Identify respirator users, tasks and operations with recognized respiratory hazards. Revised for coating work.

g. Hearing Conservation

1) Include a task- and site-specific hearing conservation plan.

2) Identify the type of hearing protection and verify that workers are in a Hearing Conservation Program.

h. Personal Protective Equipment (PPE)

1) Include a detailed plan for each task that specifies which personal protective equipment shall be used for all construction activities.

2) The employer must ensure that the PPE is verified by the manufacturer for the intended use and protection.

3) Provide appropriate PPE at no cost to the employees

i. Hazard Communication

1) Include a written Hazard Communication plan. .

2) The safety and health practices, procedures, and protective equipment used for new and existing products shall be based upon the health hazards identified in the MSDS.

j. Fall Protection and Prevention

1) Detail safe work procedures, training and engineering controls for work in elevated areas where employees are exposed to a fall.

2) The Contractor shall use engineered fall protection systems, fall restraint, and/or fall arrest systems for work in elevated areas. Warning line and safety monitoring systems are not permitted.

k. Scaffolding Safety and Design

1) Include a scaffolding plan indicating what type of scaffolding will be used at the site and provide drawings, design specifications, manufacturer information, fall protection procedures and falling object protection.

Safety and Health

Revised 01 35 20 - 4

2) Prepared or reviewed and signed by a qualified Professional Engineer (P.E.) except when manufactured systems and standard designs are used.

C. RSN 01 35 20-2, Monthly accident summary report:

1. Form 7-2218 or other acceptable form in accordance with paragraph 3.8 of RSHS.

2. Submit on the first day of every month.

D. RSN 01 35 20-3 Respirator User Documentation

1. Submit documentation of medical qualifications less than 12 months old for all respirator users at the site.

2. Submit results of fit tests less than 12 months old for all users of tight fitting negative pressure respirators at the site.

E. RSN 01 35 20-4, Other training certificates

1. First Aid/CPR certifications for onsite foremen and/or safety personnel.

2. Proof of fall protection and prevention training for employees who work in elevated areas.

3. Proof of Lockout/tagout training for all employees who will work in any area protected by lockout/tagout and hazardous energy control procedures.

4. Training certifications and experience for scaffolding competent person.

1.04 SAFETY AND HEALTH

A. Comply with RSHS, local safety programs, and any other referenced safety and health standards. Perform work in accordance with the specific safety program elements and referenced standards.

B. Provide and maintain a work environment and procedures that will:

1. Safeguard the public, Government personnel, and Contractor employees from Contractor operations and activities that are unsanitary, hazardous, or dangerous to health and safety

2. Avoid interruptions of site operations and delays in project completion dates.

3. Control costs in contract performance.

C. For each operation requiring the use of heavy equipment, in addition to the use of backup alarms and high visibility vests, include in the JHA specific steps to ensure the protection of onsite personnel (internal traffic control) from the hazards of being struck by or caught between moving equipment while working around such equipment. Possible methods of controlling said hazards may include radio communications, backup cameras and/or proximity devices, designated observers, etc. Provide all appropriate safety barricades, signs, and warnings.

Temporary Utilities Revised 01 51 00 - 1

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-2014 National Electrical Safety Code (NESC)

1.03 TEMPORARY ELECTRICITY

A. Provide generators, transmission lines, distribution circuits, transformers, and other electrical equipment and facilities required for obtaining power and distributing power to points of use.

B. Comply with IEEE C2 clearances and spacing for temporary communications and supply lines.

C. Remove temporary equipment and facilities upon completion of work under this contract.

1.04 TEMPORARY WATER

A. Provide water required for construction purposes.

B. Provide means of obtaining water and conveying water to points of use.

C. Remove temporary equipment and facilities upon completion of work under this contract.

1.05 TEMPOARY SANITATION FACILITIES

A. Sanitation facilities are not available at site. Contractor shall provide sanitation facilities for employees.

PART 2 PRODUCTS

Not Used

Temporary Utilities Revised 01 51 00 - 2

PART 3 EXECUTION

Not Used

END OF SECTION

Coatings

Revised 09 96 20 - 5

D. Do not expose to direct sunlight during storage.

E. Comply with manufacturer’s storage instructions.

F. Do not use coating material which has exceeded manufacturer’s specified storage stability period (shelf life).

1.06 AMBIENT CONDITIONS

A. Comply with coating manufacturer’s environmental restrictions. Comply with most restrictive requirements of coating manufacturer’s restrictions and these specifications when coating manufacturer’s restrictions conflict with these specifications.

B. Do not apply coatings under following environmental conditions:

1. Substrate surface temperature less than 5 degrees Fahrenheit above dewpoint.

2. Air and substrate surface temperature less than 50 degrees Fahrenheit or not to exceed manufacturer’s recommended minimum and maximum temperature limit.

3. Humidity outside of manufacturer’s recommended range.

C. Do not perform surface preparation or apply coatings when environmental conditions are not expected to meet specified requirements during surface preparation, coating application, and curing period.

D. Maintain environmental conditions to meet specified requirements during coating application and curing period. Provide heat and dehumidification required to maintain temperature and humidity conditions.

E. There is water leakage in the ceiling and east and west walls of the fish hatchery outlet works chamber that will require control.

PART 2 PRODUCTS

2.01 MATERIALS

A. General:

1. Compliance criteria for coating materials:

a. Material is of same composition and formulation to meet physical and performance test results for one of following:

1) Submitted batch or previously tested batch materials complies with these specifications.

2) Submitted batch materials are unchanged from previously tested batch materials that comply with manufacturer’s quality control (QC) and quality assurance (QA) programs.

Revised 09 96 20 - 6

3) Submitted batch materials complies with manufacturer’s quality control (QC) and quality assurance (QA) programs as listed on product data and application sheets.

2. Materials required by these specifications and not listed in Coating Categories are subject to certification and testing in accordance with this Section.

3. Provide compatible products of same manufacturer for coating system components.

B. Abrasives:

1. Mineral and slag abrasives: Meets SSPC-AB1, type I (natural minerals) and type II (slags), class A, except flint minerals are not permitted.

2. Ferrous metallic abrasives: Meets following requirements:

a. SSPC-AB2 for recycled cleanliness.

1) Screen and air wash abrasive recycled at the job site to remove dirt and fines. Add new abrasive so that the combined new and recycled abrasive mixture meets specified abrasive requirements for moisture, friability, silica, anchor pattern, and oil content. Do not recycle abrasive which has picked up toxic or hazardous material. Do not recycle nickel slag.

b. SSPC-AB3 class I (steel) or II (iron) for angular shaped grit.

3. The contractor is to make every effort commercially available to render the hazardous waste stream non-hazardous. Additive stabilizers for leachable toxic metal wastes are allowed, except elemental iron is not permitted.

4. Do not exceed toxicity threshold limit for hazardous materials.

C. Coatings:

1. Specified in Coating Categories.

2. Apply only one coating category per option in Coating Tabulations.

3. Volatile Organic Compounds (VOC):

a. Do not exceed maximum permitted by Federal, State, and local air pollution control regulations.

b. Do not exceed maximum content as supplied in container or by addition of thinner material.

4. Factory color or tint. Do not color or tint at jobsite.

5. Use thinners recommended by manufacturer for each coating material.

6. Use of accelerator products is not permitted unless approved by COR.

D. Fillers and caulks:

Revised 09 96 20 - 7

1. Flexible gaps or crevices:

a. Coating manufacturer’s standard flexible filler or caulk material.

b. Caulk material: Meet or exceed ASTM C 920-08 type S or M, grade NS, class 25, suitable for water immersion service.

2. Nonflexible gaps or crevices:

a. Coating manufacturer’s standard filler or caulk material.

E. Soluble salt removal:

1. Chlor-Rid as manufactured by Chlor-Rid International Inc., PO Box 908 Chandler AZ 85244, 480-821-0039, www.chlor-rid.com, or equal with following essential characteristics:

a. Water soluble.

b. Biodegradable.

c. Zero volatile organic compounds.

2. Deionized Water

PART 3 EXECUTION

3.01 PROTECTION OF ADJACENT SURFACES, EQUIPMENT AND NEWLY

COATED SURFACES

A. Protect items or surfaces not to be coated and adjacent to surfaces to be cleaned and coated from contamination and damage during cleaning and coating operations.

1. Includes surfaces and equipment in physical contact with areas being cleaned or coated. Examples include: mechanical and electrical equipment (open or enclosed); instruction and similar plates; and wet and newly coated surfaces.

2. Protect from abrasive blast particles and airborne coating particles.

B. Do not move newly coated items until coating is thoroughly dry as determined by one of following:

1. Coating manufacturer’s instructions for handling.

2. Coating film cannot be distorted or removed by exerting substantial, but less than maximum, pressure with thumb and turning thumb through 90 degrees in plane of film.

3.02 REPAIR OF CONTRACTOR-DAMAGED SURFACES

A. Repair items, equipment, or surfaces which are damaged or contaminated as determined by COR.

Revised 09 96 20 - 8

1. Repair damaged items or restore manufacturer-coated equipment to original condition and appearance.

2. Before coating any damaged coated surfaces, re-clean exposed surface and apply coating materials in accordance with these specifications.

3.03 COATING OF METALWORK EMBEDDED IN CONCRETE

A. Caulk concrete/steel interface to seal gaps.

3.04 SURFACE PREPARATION

A. Remove or repair weld spatter, slag burrs, porosity, sharp edges, pits, laminations, crevices, or other objectionable surface irregularities before specific surface preparation.

B. Specific surface preparation:

1. See Coating Tabulations.

a. Method C: SSPC-SP10/NACE 2.

a) SSPC-SP10/NACE 2.

b) SSPC-SP11 where abrasive blasting is impractical.

C. Surface profile:

1. Prepare in accordance with manufacturer’s instructions for metallic or existing coating surfaces and service environment, unless specified in Coating Tabulations.

2. Where manufacturer’s instruction do not specify a surface profile, prepare blasted surfaces to following profile:

a. Atmospheric Service Environments: 1 mil or greater angular profile and less than specified millage of first applied coat.

b. Burial and Immersion Service Environments: Angular profile between 2 to 3-mils minimum and less than specified millage of first applied coat.

3. Perform tests in accordance with surface profile inspection procedures specified.

D. Apply coating material as soon as possible after surface has been prepared. Continuous use of dehumidification to maintain less than 40 percent RH will minimize potential oxidation of substrate and allow adequate time (approximately 12 hours) for application of prime coat. When oxidation is visible as exhibited by a change in substrate color, entire surface shall be re-blasted to clean off oxidation layer. This cleaning blast may be less aggressive than prior surface preparation provided profile is maintained.

E. Welds shall be smooth and continuous, no skip welds. Weld splatter, buckshot, laminations, and slivers shall be removed and ground smooth; undercuts and pinholes shall be ground smooth and filled with weld metal. Projections, sharp edges, high points

Revised 09 96 20 - 9 and fillets shall be ground smooth to a radius of at least 1/8 inch and corners shall be likewise rounded.

F. Pitting, gouges, scratches, and other defects shall be repaired either by welding or filling with repair materials that are compatible with coating system and suitable for intended service conditions

G. Soluble salt for surfaces field coated:

1. Test substrate surface after preparation to include corrosion pits.

2. Perform three tests, minimum.

3. Perform tests in accordance with soluble salt inspection procedures specified.

H. Re-clean or perform additional surface preparation of completed metallic or coated surfaces that become contaminated before coating application.

I. Prepare surface free of moisture, frost, and ice. Heat substrate surface which is not thoroughly dry to remove moisture before coating application.

3.05 APPLICATION EQUIPMENT

A. Air compressor and spray application equipment:

1. Provide appropriate type equipment, adequately sized, and in proper operating order.

2. Equip with pressure gauges and pressure regulators.

3. Equip with air supply lines free from oil and moisture. Keep lines free of oil and moisture during work.

4. Perform tests in accordance with oil and moisture inspection procedures specified.

B. Inspect air supply lines on air compressors for oil and moisture in accordance with ASTM D 4285. Remove oil or water before proceeding with work.

3.06 COATING APPLICATION

A. Apply in accordance with manufacturer’s instructions.

B. Apply coatings so that surfaces exposed to public view display a uniform texture and color matched appearance.

C. Apply an even film of uniform thickness which tightly bonds to substrate or previous coat.

1. Fill crevices and cover irregularities.

2. Apply free of runs, pinholes, sags, laps, brush marks, voids, and other defects.

Revised 09 96 20 - 10

D. Primer coats:

1. Cover peaks of surface profile by specified dry film thickness.

2. Apply stripe coats to edges, bolt heads, welds seams, corners, and similar surfaces.

E. Intermediate and topcoats:

1. Apply number of coats and coating thickness specified in Coating Tabulations.

2. Apply within re-coat window at referenced humidity and temperature recommended by manufacturer.

3. Tint intermediate coats with manufacturer’s standard color to differentiate between coats.

3.07 FILLERS AND CAULK APPLICATION

A. Apply fillers and/or caulks in a uniform texture, neatness, and color matched appearance.

B. Apply fillers and/or caulks in accordance with manufacture’s instructions which tightly bonds to substrate or previous coats.

1. Fill crevices and other gaps where coatings can not bridge.

2. Apply caulk after the coating has been applied.

3. Areas may include crevices, steel plates butted together, bolts, rivets, seams, skip welds, and conduit through metal.

3.08 CONTRACTOR FIELD QUALITY TESTING

A. Surface Profile: Inspect surface profile in accordance with NACE RP 0287 for compliance with specified requirements.

1. Use replica tape suitable for surface profile depth range.

B. Visual Comparison of Prepared Surfaces:

1. Compare prepared steel surfaces to following visual reference photographs for allowable visible contaminants and stains:

a. SSPC-VIS1 for abrasive blast cleaning.

2. Remove all dust, grit, or other foreign matter from the surface to be coated by blowing off with clean, dry, oil free compressed air. Vacuum cleaning or other methods are acceptable. The surface shall be clean and dust free before application of coating or lining.

3. Assessment of dust on newly prepared metal surfaces:

a. Visually inspect and conduct pressure sensitive clear tape test method in accordance with ISO 8502-3 to verify surface cleanliness at a minimum of three random tests per each blasted section per shift.

Revised 09 96 20 - 11

b. Clear tape test shall meet cleanliness with a No. 3 grade maximum contamination is allowed.

C. Soluble salt:

1. Measure chloride soluble salt ion or chloride specific ion on substrate surfaces by one of procedures in SSPC-Guide 15.

2. Procedure to have lower measurement threshold limit of 1 micrograms per square centimeter.

3. Acceptance criteria for following service exposures:

a. Atmospheric service exposure: Do not exceed 7 micrograms per square centimeter.

b. Burial and immersion service exposure: Do not exceed 3 micrograms per square centimeter.

D. Completed coating system:

1. Dry film thickness (DFT):

a. Inspect hardened coating system before re-recoating interval has been exceeded for DFT compliance in accordance with SSPC-PA2 with following modifications:

1) Section 5.2.1: Minimum thickness of 80 percent of specified minimum thickness.

2) Section 5.2.2: Maximum thickness of 120 percent of specified maximum thickness.

b. Acceptance criteria: No single spot measurement in any 100 square foot area less than 80 percent of minimum specified thickness or greater than 120 percent of maximum specified thickness

2. Discontinuity (holiday) testing:

a. Burial and Immersion Exposure:

1) Inspect nonconductive coating applied to conductive base metals in accordance with NACE RP 0188.

a) Use maximum test voltage for any DFT as recommended by coating manufacturer to prevent coating damage.

b) Use of detergent wetting solution is not permitted.

c) Subtract thickness of zinc-rich primer from applied coating systems to determine test voltage.

2) Perform test in presence of COR.

Revised 09 96 20 - 12

3.09 REPAIR OF DEFECTIVE COATED SURFACES

A. Repair within minimum and maximum recoat window time in accordance with coating manufacturer’s recommendations and applicable Coating Tabulation under which coating was applied.

B. Repair pinholes, holidays, laps, voids, and other defects.

C. Inspect repaired areas for compliance with specifications.

General Decision Number: CO150012 06/05/2015 CO12

Superseded General Decision Number: CO20140012

State: Colorado

Construction Type: Heavy

Counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo and Weld Counties in Colorado.

HEAVY CONSTRUCTION PROJECTS

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 03/27/2015 2 06/05/2015

ASBE0028-001 10/01/2013

Rates Fringes

Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems)....................$ 28.83 13.18

BRCO0007-004 01/01/2014

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS AND

JEFFERSON COUNTIES

Rates Fringes

BRICKLAYER.......................$ 24.03 8.63

BRCO0007-006 05/01/2014

EL PASO AND PUEBLO COUNTIES

6/8/2015http://www.wdol.gov/wdol/scafiles/davisbacon/CO12.dvb?v=2

Rates Fringes

BRICKLAYER.......................$ 24.22 8.62

ELEC0012-004 09/01/2014

PUEBLO COUNTY

Rates Fringes

ELECTRICIAN

Electrical contract over $1,000,000..................$ 27.30 10.80+3% Electrical contract under $1,000,000..................$ 24.75 11.84

ELEC0068-001 06/01/2014

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER, AND WELD COUNTIES

Rates Fringes

ELECTRICIAN......................$ 32.65 12.70

ELEC0111-001 09/01/2014

Rates Fringes

Line Construction:

Cable Splicer...............$ 28.65 13.75%+4.75 Equipment Operator- Underground.................$ 25.05 9.20 Groundman...................$ 18.20 9.12 Line Equipment Operator.....$ 28.47 11.30 Lineman and Welder..........$ 40.81 15.14

* ELEC0113-002 06/01/2015

EL PASO COUNTY

Rates Fringes

ELECTRICIAN......................$ 30.00 14.95

ELEC0969-002 12/01/2014

MESA COUNTY

Rates Fringes

ELECTRICIAN......................$ 24.00 7.32

ENGI0009-001 10/23/2013

Rates Fringes

Power equipment operators:

Blade: Finish...............$ 25.04 9.15

Blade: Rough................$ 24.73 9.15 Bulldozer...................$ 24.73 9.15 Cranes: 50 tons and under..$ 24.88 9.15 Cranes: 51 to 90 tons......$ 25.04 9.15 Cranes: 91 to 140 tons.....$ 25.19 9.15 Cranes: 141 tons and over...$ 25.97 9.15 Forklift....................$ 24.37 9.15 Mechanic....................$ 24.88 9.15 Oiler.......................$ 24.01 9.15 Scraper: Single bowl under 40 cubic yards........$ 24.88 9.15 Scraper: Single bowl, including pups 40 cubic yards and over and tandem bowls.......................$ 25.04 9.15 Trackhoe....................$ 24.88 9.15

IRON0024-003 11/01/2013

Rates Fringes

Ironworkers:.....................$ 24.80 18.77 Structural

LABO0086-001 05/01/2009

Rates Fringes

Laborers:

Pipelayer...................$ 18.68 6.78

PLUM0003-005 07/01/2014

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER AND WELD COUNTIES

Rates Fringes

PLUMBER..........................$ 35.18 12.34

PLUM0058-002 07/01/2013

EL PASO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 32.55 13.65

PLUM0058-008 07/01/2013

PUEBLO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 32.55 13.65

PLUM0145-002 07/01/2013

MESA COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 32.67 11.55

PLUM0208-004 07/01/2013

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER AND WELD COUNTIES

Rates Fringes

PIPEFITTER.......................$ 33.35 12.27

SHEE0009-002 07/01/2014

Rates Fringes

Sheet metal worker...............$ 32.47 13.98

TEAM0455-002 07/01/2013

Rates Fringes

Truck drivers:

Pickup......................$ 18.41 3.87 Tandem/Semi and Water.......$ 19.04 3.87

SUCO2001-006 12/20/2001

Rates Fringes

BOILERMAKER......................$ 17.60

Carpenters:

Form Building and Setting...$ 16.97 2.74 All Other Work..............$ 15.14 3.37

Cement Mason/Concrete Finisher...$ 17.31 2.85

IRONWORKER, REINFORCING..........$ 18.83 3.90

Laborers:

Common......................$ 11.22 2.92 Flagger.....................$ 8.91 3.80 Landscape...................$ 12.56 3.21

Painters:

Brush, Roller & Spray.......$ 15.81 3.26

Power equipment operators:

Backhoe.....................$ 16.36 2.48 Front End Loader............$ 17.24 3.23 Skid Loader.................$ 15.37 4.41

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. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

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

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

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

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

Washington, DC 20210

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

END OF GENERAL DECISION

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