R15PS00049_Amendment_003.pdf

(x)

R15PS00049

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

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

08/19/2015000003

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

07/20/2015

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.)

See attached for Amendment No. 003 instructions.

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)

Susan E. Kramer

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 .

Solicitation No.R15PS00049 Cle Elum Radial Gate Modification

Yakima Project, Washington Amendment 003

A. The time and date for receipt of offers REMAINS 2:00 p.m., local time, August 26, 2015.

B. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of offers (see block 8 of "Solicitation, Offer and Award” Standard Form 1442).

C. Offer Modification: See block 11 above if you have submitted your offer and now desire to modify or withdraw it.

D. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

E. NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this Standard Form 30 and changes are shown with left side bar or shaded text.

F. In the Table of Contents, the following page is deleted and the attached revised page is substituted therefore:

Remove Page Insert Revised Page iv iv

G. In Section B, Bid Schedule (Supplies/Services), the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages 3 and 4 3 and 4

H. In Section C, Specifications and Drawings, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages 35 22 21-1 35 22 21-1 35 22 21-13 35 22 21-13 35 22 23-3 through 35 22 23-6 35 22 23-3 through 35 22 23-6 Sheet 6 (33-100-6157) Sheet 6 (33-100-6157)

I. In Section I, Contract Clauses, the following page is deleted and the attached revised page is substituted therefore:

Remove Page Insert Revised Page I-73 I-73

J. In Section J, List of Attachments, the following page is deleted and the attached revised page is substituted therefore:

Remove Pages Insert Revised Pages J-1 J-1 General Wage Decision, WA 150074 General Wage Decision, WA 150074 Dated July 10, 2015 Dated July 24, 2015

Attachments

Solicitation No. R15PS00049 Cle Elum Radial Gate Modification Yakima Project, Washington iv (revised)

I.53. 52.223-3 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL

SAFETY DATA (JAN 1997) ALTERNATE I (JUL 1995) ........................................... I-67

I.54. 52.223-5 POLLUTION PREVENTION AND RIGHT-TO-KNOW

INFORMATION (MAY 2011) ....................................................................................... I-69

I.55. 52.223-6 DRUG-FREE WORKPLACE (MAY 2001) ................................................... I-70

I.56. 52.223-18 ENCOURAGING CONTRACTOR POLICIES TO BAN TEXT

MESSAGING WHILE DRIVING (AUG 2011) ............................................................ I-71

I.57. WBR 1452.223-80 ASBESTOS-FREE WARRANTY--BUREAU OF

RECLAMATION (OCT 1992) ....................................................................................... I-72

I.58. WBR 1452.223-81 SAFETY AND HEALTH -- BUREAU OF RECLAMATION

(JUNE 2015).................................................................................................................... I-73

I.59. WBR 1452.223-82 PROTECTING FEDERAL EMPLOYEES AND THE

PUBLIC FROM EXPOSURE TO TOBACCO SMOKE IN THE FEDERAL

WORKPLACE–BUREAU OF RECLAMATION (DEC 2009) .................................... I-74

I.60. 52.225-9 BUY AMERICAN-CONSTRUCTION MATERIALS (MAY 2014) ............ I-74

I.61. 52.225-13 RESTRICTIONS ON CERTAIN FOREIGN PURCHASES (JUNE

2008) ............................................................................................................................... I-77 I.62. 52.227-1 AUTHORIZATION AND CONSENT (DEC 2007) ....................................... I-78

I.63. 52.227-2 NOTICE AND ASSISTANCE REGARDING PATENT AND

COPYRIGHT INFRINGEMENT (DEC 2007) .............................................................. I-78

I.64. 52.227-4 PATENT INDEMNITY--CONSTRUCTION CONTRACTS (DEC

2007) ............................................................................................................................... I-78 I.65. 52.227-17 RIGHTS IN DATA - SPECIAL WORKS (DEC 2007) ................................ I-79 I.66. 52.228-1 BID GUARANTEE (SEP 1996) ..................................................................... I-80 I.67. 52.228-2 ADDITIONAL BOND SECURITY (OCT 1997) ........................................... I-81

I.68. 52.228-5 INSURANCE--WORK ON A GOVERNMENT INSTALLATION

(JAN 1997)...................................................................................................................... I-81 I.69. 52.228-11 PLEDGE OF ASSETS (JAN 2012) .............................................................. I-82

I.70. 52.228-12 PROSPECTIVE SUBCONTRACTOR REQUESTS FOR BONDS

(MAY 2014).................................................................................................................... I-82 I.71. 52.228-14 IRREVOCABLE LETTER OF CREDIT (DEC 1999) ................................. I-82

I.72. 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION

(OCT 2010) ..................................................................................................................... I-86

I.73. 1452.228-70 LIABILITY INSURANCE-DEPARTMENT OF THE INTERIOR

(JUL 1996) ...................................................................................................................... I-87

I.74. WBR 1452.228-84 CERTIFICATION OF REPRESENTATIVES FOR

CORPORATE SURETIES--BUREAU OF RECLAMATION (SEP 1996) .................. I-88

I.75. 52.229-3 FEDERAL, STATE, AND LOCAL TAXES (FEB 2013) .............................. I-88

I.76. WBR 1452.231-81 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE

-- BUREAU OF RECLAMATION (JUL 1998) ............................................................. I-89

I.77. 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION

CONTRACTS (MAY 2014) ........................................................................................... I-91

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

00010

00020

00030

00040

00050

00060

Section B

(a) Offers will be considered for award on the following price schedule, but no offer will be considered for award on only part of the price schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) Definitions:

(1) CLIN - Contract Line Item Number

(2) AU - Activity Unit (equals Lump Sum)

(3) SF - Square Foot

(4) EA - Each

(d) Quantities in the schedule that are not designated as "AU" are estimated quantities for comparison of offers only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns.

(e) CLINS 30, 40, 50, 60, and 70, are optional CLINS. The offeror shall include a price for each of these CLINS, the total evaluated price will include these CLINS, and the awarded contract will include these CLINS, but the decision of whether or not the work will need to be done will be determined in the field after the gates are removed and the Government inspects the existing conditions.

Cle Elum Radial Gate Modification - total for all items of work except separately listed CLINS 20-70

Spot repair existing radial gate coating

OPTIONAL ITEM - Furnish new hinge pin anchor - pier

OPTIONAL ITEM - Remove, install, and align hinge pin anchor - pier

OPTIONAL ITEM - Furnish new hinge pin anchor side wall

OPTIONAL ITEM - Remove, install, and align hinge pin anchor - side wall

AU

SF

EA

EA

EA

EA

2,678

R15PS00049 3 of 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

ITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

00070

SUPPLIES/SERVICES

OPTIONAL ITEM - Vibratory stress relief

TOTAL FOR SCHEDULE

AU1

R15PS00049 4 of 4

Solicitation No. R14PS00049

Amendment 003

(Revised) 35 22 21 - 1

SECTION 35 22 21

RADIAL GATE STRUCTURAL MODIFICATIONS

PART 1 GENERAL

1.01 GENERAL

A. The concept for the structural modification is that the gates are presently working satisfactorily, and that the global geometry of the gates will be preserved during the modification.

B. The Contractor will design and install a temporary bracing system for each gate to preserve the global geometry during structural modifications.

1.02 PAYMENT

A. Radial Gate Structural Modifications:

1. Payment: Include in lump sum price offered in schedule A for Cle Elum Radial Gate Modification Project, Yakima Project, Washington; includes cost of furnishing materials and performing work required to structurally modify the gates as required by this section except include the costs of Vibratory Stress Relief in the lump sum bid item in schedule B for Vibratory Stress Relief.

1.03 REFERENCE STANDARDS

A. American Institute of Steel Construction (AISC)

1. AISC 360-10 Specification for Structural Steel Buildings

B. ASTM International (ASTM)

1. ASTM A 307-07b Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength

2. ASTM A 500/A 500M-07 Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

3. ASTM A 572 /A 572M-07 High-Strength Low-Alloy Columbium- Vanadium Structural Steel

4. ASTM A 747

5. ASTM F 436-07a Hardened Steel Washers

C. American Welding Society, Inc. (AWS)

1. AWS D1.1/D1.1M-08 Structural Welding Code - Steel

Amendment 003

(Revised) 35 22 21 - 13

3.10 POSTWELD VIBRATION STRESS RELIEF

A. At the completion of all welding and before machining any surfaces, the Contractor shall perform vibratory stress relief (VSR) of the highly welded areas of the new weldments.

3.11 CONTRACTOR FIELD QUALITY TESTING

A. Field welds:

1. Perform inspections and tests in presence of onsite government representative and in accordance with AWS D1.1.

2. All welds: Visually inspect entire length in accordance with AWS D1.1.

3. Fillet welds:

a. Test entire length of welds that fail visual inspection.

b. Magnetic particle or dye penetrant:

1) Magnetic particle testing technique and procedure: ASTM E709

2) Dye penetrant technique and procedure: ASTM E165

4. Ultrasonic testing (UT) shall be performed on 100% of complete joint penetration groove welds in materials 5/16 in. (8mm) thick or greater. Ultrasonic testing in materials less than 5/16 inch thick is not required. Weld discontinuities shall be accepted or rejected on the basis of criteria of AWS D1.1/D1.1M Table 6.2. AWS D1.8/D1.8M requires the complete removal of all weld tab material, leaving only base metal and weld metal at the edge of the joint. At the ends where the weld tabs have been removed, magnetic particle testing shall be performed on the same joints receiving UT.

5. Standards of acceptance: AWS D1.1

6. When welds are found to be defective, repair welds in accordance with AWS D1.1 and reexamine welds to ensure adequacy of repairs.

B. Use of temporary bracing system (TBS):

1. TBS shall be installed before hinge pins are removed.

2. Following structural modifications, and prior to boring new housing for trunnion bearings, release the bracing.

3. Use marked locations to measure deformation and twisting of the structure.

4. Following structural modifications, allowable deformations of the gate shall be the length of any individual bracing member of the TBS divided by 2000.

5. Following structural modifications, each existing hub is to remain parallel to the hinge pin anchor.

6. Following structural modifications, there shall be 1/8” (+/-1/16”) of clearance between the existing hub and the adjacent hinge pin anchor.

Amendment No. 003

(Revised) 35 22 23 - 3

2. The precise, current, as-built radial gate and gate bay dimensions are unknown.

3. Before starting fabrication of new parts, the dimensions relevant to the work shall be measured by the Contractor to ensure new parts accurately fit their respective gates and to assess the potential impact on the Contract Specifications and Drawings.

a. Report to the COR, where-ever dimensions of existing gate either conflict or are not in conformance with gate dimensions shown on the drawings.

C. Gate Weight:

1. Existing gate including arms as shown on drawings 32-D-367 and 32-D-368 is approximately 38,000 pounds and does not include the weight of the expanded metal angles on top of the gates shown in photographs 3 and 4.

2. Extended gate including arms and aluminum is approximately 48, 200 pounds.

1.06 CONTRACTOR’S QUALITY PROCEDURES

A. Maintain permanent information records of component parts such as material specifications, mill test reports, welding procedures, welder’s, tacker’s, and inspector’ identification and qualifications, types of inspections, inspector’s test results and records of visual and non-destructive testing.

B. Inspect component parts and welds to determine conformance with drawings, procedures, overall workmanship, weld contour, weld size, and any other pertinent items.

1. Inspect component parts for dimensional compliance.

2. Match mark mating parts.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Transport and handle in a manner that prevents bending or damage.

B. Place shop-fabricated items on timber blocking or in wooden boxes to prevent ground or surface water contact during storage.

PART 2 PRODUCTS

2.01 ROLLERS

A. Furnish and install the rollers using materials as specified on the drawings and below:

1. Roller bracket: ASTM A572, Grade 50

2. Bracket fasteners

a. All bracket fasteners shall be galvanized in accordance with ASTM A 153

b. Bolts: ASTM A 325

c. Washers: ASTM F436

3. Bracket shims: ASTM A 36

4. Roller Pin:

Amendment No. 003

(Revised) 35 22 23 - 4

a. Made of stainless steel round bar

b. ASTM A276

c. Type 316

d. Condition A (annealed)

5. Roller:

a. Made of carbon steel plate

b. ASTM A36

c. Minimum yield stress = 36 ksi.

6. Cotter Pin: Stainless Steel Cotter Pin, Fastenal Part No. 74250, as furnished by Fastenal, 2001 Theurer Blvd., Winona, Minnesota, 55987, tel: (507)454-5374, url:

Fastenal.com, or equal with the following salient characteristics:

a. Dimensions per ASME B18.8.1 and per the drawing.

b. Material: Type 302 or 304 per ASTM A493

c. Finish: ASTM A380

7. Bushing shall be made of Orkot TLM Marine, self-lubricating bearing material, as manufactured by Trelleborg Sealing Solutions, 901 Phoenix Lake Blvd., Streamwood, Illinois 60107, tel.: (630)289-1500, url.: Trelleborg.com, or equal, with the following salient characteristics:

a. Recommended by the manufacturer for dry and under water use as a journal bearing for the service loads and conditions shown on the drawings.

b. A non-asbestos composite material made of thermosetting resins and reinforcement fabrics incorporating solid lubricants, with excellent wear resistance and excellent dimensional stability in water.

c. Hardness: 90 Rockwell M

d. Compressive Strength (all direction): 13,000 psi min

e. Tensile strength: 8700 psi

f. Shear strength: 11,600 psi

g. Swell in water (increase in wall thickness after 1 year immersion): < 0.1%

h. Coefficient of friction, dry, at 2180 psi loading: 0.13 to 0.18

8. Roller Coating: 0.002-inch to 0.003-inch thick coating of Tech 23, as manufactured by Bodycote K-Tech Inc., 111-KTech Lane, Hot Springs, AR 71913, or equal, with the following salient characteristics:

a. Non-porous, corrosion resistant, ceramic coating

b. Bond strength to substrate greater than 10,000 psi

Amendment No. 003

(Revised) 35 22 23 - 5

c. Hardness: 1000 to 1850 Vickers

d. Surface finish: as shown on the drawings.

e. No damage with greater than 560 hours in hot CaCl2

f. Processed to prevent alteration of the steel yield strength, hardness, or other properties.

PART 3 EXECUTION

3.01 JOBSITE SURVEY

A. Prior to removing rollers, gather sufficient information and measurements necessary to replace existing rollers with new rollers in kind.

B. Tag each location to make rollers individually distinguishable.

3.02 FABRICATION

A. Fabricate new rollers in accordance with the drawings

3.03 COATING

A. Prior to installation, coat the following components in accordance with Section 09 96 20

– Coatings:

1. Roller bracket

2. Bracket shims

B. Prior to installation, coat the following components with the Roller Coating, in accordance with this Section:

1. Roller wheel; except the inside dimension, which is contact the with bearing, PN91.

C. Do not coat the following:

1. Bracket fasteners

2. Roller pin

3. Cotter pin

4. Bushing

3.04 INSTALLATION

A. Dissemble roller assemblies and remove existing shims and mounting hardware.

B. Do not damage the existing gate coating.

Amendment No. 003

(Revised) 35 22 23 - 6

C. Inspect areas around and exposed by disassembly of roller assemblies for corrosion and damage.

D. Repair or replace damaged steel surfaces around and exposed by disassembly of rollers.

E. Prior to installing rollers:

1. Perform structural steel modifications in accordance with Section 35 22 21.

2. Coat new portions of the gate and perform spot repair of coatings in accordance with Section 09 96 20.

F. Install rollers to match found clearances and alignments.

3.05 CONTRACTOR FIELD QUALITY TESTING

A. Perform testing in presence of COR. Notify COR at least 5 days in advance of when tests are to be performed.

B. With the gate in the closed position, measure clearances between each roller and side seal plate.

C. Adjust rollers as necessary until each roller matches found clearances and alignments.

D. Operate the gate through the range of travel and check for normal performance of the roller. Replace new rollers found to be defective.

3.06 ACCEPTANCE CRITERIA

A. With the gate in the closed position, each roller shall match the found clearance and alignment.

END OF SECTION

CleElum Radial Gate Modification Yakima Project, Washington

I-73 (revised) submitted as soon as possible after the contractor determines that an asbestos-free product is not available. Contracting Officer disapproval of a request for an exception shall be final and not subject to the Disputes clause of this contract.

I.58. WBR 1452.223-81 SAFETY AND HEALTH -- BUREAU OF RECLAMATION (JUNE

2015)

(a) The Contractor shall not require any person employed in the performance of this contract (including subcontracts) to work under conditions which are unsanitary, hazardous, or dangerous to the employee's health or safety.

(b) Contractor shall comply with the most current version of the Bureau of Reclamation Reclamation Safety and Health Standards (RSHS) and, if applicable, the requirements of the Accident Prevention Clause (FAR 52.236-13).

(1) The RSHS manual as referenced in subparagraph (b) above shall be obtained at http://www.usbr.gov/ssle/safety/RSHS/rshs.html

(c) Comply with the standards issued by the Secretary of Labor at 29 CFR Part 1926 and 29 CFR Part 1910 from the Occupational Safety and Health Administration, U.S. Department of Labor, www.osha.gov

(d) In the event there is a conflict between the requirements contained in paragraphs (b) and (c) referenced herein, the more stringent requirement shall prevail

(e) The Contractor shall submit a written proposed safety program as prescribed in the RSHS and the written specifications.

(f) The Contractor shall maintain an accurate record of, and shall report to the Contracting Officer (or authorized representative) in the manner prescribed by the Contracting Officer, all cases of death, occupational diseases, or traumatic injury to employees or the public involved, and property damage in accordance with the RSHS and OSHA guidelines.

(g) The rights and remedies of the Government provided in this clause are in addition to any other rights and remedies provided by law or under this contract.

(h) If the RSHS is updated or amended by Reclamation during the course of this contract, the contractor will be notified in writing. The contractor shall comply with the current RSHS immediately upon written notification. Should the contractor feel that the updated version of RSHS constitutes a substantive change to the contract, affecting price or time (or both), the contractor may request an equitable adjustment in the contract price.

Any such requests shall include a price proposal submitted in compliance with Contract Clause WBR 1452.243- 80, Modification Proposals - Bureau of Reclamation, and in sufficient detail to allow meaningful analysis of labor, equipment and material.

http://www.usbr.gov/ssle/safety/RSHS/rshs.html

CleElum Radial Gate Modification Yakima Project, Washington

J-1(revised)

PART III LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J LIST OF ATTACHMENTS

1. Department of Labor General Wage Decision Number WA150074, Dated July 24, 2015 (Pages 1 thru 8)

2. Past Performance Questionnaire (PPQ)

3. Subcontracting Worksheet

4. Bid Bond

5. Drawings

General Decision Number: WA150074 07/24/2015 WA74

Superseded General Decision Number: WA20140074

State: Washington

Construction Type: Heavy including water and sewer line construction

County: Kittitas County in Washington.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

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 07/03/2015 2 07/10/2015 3 07/24/2015

* CARP0770-002 06/01/2015

Rates Fringes

CARPENTER (Including Formwork)...$ 31.94 14.00

MILLWRIGHT.......................$ 41.86 14.49

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL

CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

8/18/2015http://www.wdol.gov/wdol/scafiles/davisbacon/WA74.dvb?v=3

Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend

Zone Pay:

0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT

AND PILEDRIVER ONLY)

Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center

Zone Pay:

0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour

ELEC0077-001 02/01/2013

Rates Fringes

Line Construction:

LINEMEN.....................$ 45.62 4%+12.90

ELEC0112-014 06/01/2015

Rates Fringes

ELECTRICIAN......................$ 38.80 18.59

ENGI0302-007 06/01/2014

Rates Fringes

Power equipment operators:

Group 1A...................$ 38.39 17.39

Group 1AA..................$ 38.96 17.39 Group 1AAA.................$ 39.52 17.39 Group 1.....................$ 37.84 17.39 Group 2.....................$ 37.35 17.39 Group 3.....................$ 36.93 17.39 Group 4.....................$ 34.57 17.39

Zone Differential (Add to Zone 1 rates):

Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30

BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments)

GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom; Excavator/Trackhoe, Backhoes: Over 90 metric tons

GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Loaders-overhead, 8 yards and over; excavator/Trackhoe, backhoes: over 50 metric tons to 90 metric tons

GROUP 1 - Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work Excavator/Trackhoe, backhoes: over 30 metric tons to 50 metric tons; Loader- overhead 6 yards to, but not including 8 yards; Dozer D-10

GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;

Crane-overhead, bridge type-20 tons through 44 tons;

Excavator/Trackhoe, backhoe: 15 to 30 metric tons;

Loaders-overhead under 6 yards; Mechanic; Grader (finishing)

GROUP 3 - Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Dozers-D-9 and under; Roller-Plant Mix;

Excavator/Trackhoe, backhoe: under 15 metric tons;

Forklift: 3000 lbs and over with attachments; Oiler; Grader (non-finishing); Boom Truck over 10 tons

GROUP 4 -Cranes-A frame-10 tons and under; Roller-other than plant mix; Forklift: under 3000 lbs with attachments; Boom Truck 10 tons and under

IRON0086-013 07/01/2015

Rates Fringes

IRONWORKER.......................$ 32.76 23.19

LABO0348-001 06/01/2015

ZONE 1:

Rates Fringes

LABORER

GROUP 2.....................$ 22.62 10.45

GROUP 3.....................$ 24.78 10.45

GROUP 4.....................$ 25.38 10.45

GROUP 5.....................$ 25.81 10.45

ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):

ZONE 2 - $1.00

ZONE 3 - $1.30

BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,

TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.

TOWNSEND, PT. ANGELES, AND BREMERTON

ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall

LABORERS CLASSIFICATIONS

GROUP 2: Flagger

GROUP 3: General or Common Laborer; Mason Tender-Cement/Concrete; Chipping Guns (Under 30 lbs)

GROUP 4: Grade Checker; Pipe Layer; Chipping Guns (Over 30 lbs)

GROUP 5: Mason Tender-Brick

PAIN0005-010 04/15/2013

Rates Fringes

Painters: (Brush, Roller and Spray)...........................$ 15.58 10.23

SUWA2009-040 08/07/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 17.21 0.00

LABORER: Landscape..............$ 14.67 0.00

OPERATOR: Drill.................$ 28.15 8.20

PIPEFITTER.......................$ 25.98 3.98

TRUCK DRIVER: Dump Truck........$ 19.67 0.00

TRUCK DRIVER: Water Truck.......$ 24.36 8.30

TRUCK DRIVER: 10 Yard Truck.....$ 24.61 8.34

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