R17PS00266_A0003.pdf

(x)

R17PS00266

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 59101

R60

GP-5000

2021 4th Ave. N.

Great Plains Regional Office Bureau of Reclamation

04/21/20170003

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

03/27/2017

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.

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)

Paris Everson

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Shoshone Powerplant Roof Replacement, Buffalo Bill Dam Modifications, Pick-Sloan Missouri Basin Program, Wyoming.

See Page 2 for changes incorporated in this amendment.

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 .

Shoshone Powerplant Roof Replacement Amendment No. 0003 Buffalo Bill Dam Modifications Pick-Sloan Missouri Basin Program, Wyoming

Amendment No. 0003 - 2

DESCRIPTION OF CHANGES:

1. Change Section 33 46 10:

a. Remove Section 33 46 10 – 1 to 33 46 10 – 6 in its entirety.

b. Insert Revised Section 33 46 10-1 to 33 46 10 – 6 in its entirety.

2. Change Section J, Attachment Number 0001, Department of Labor Wage Determination, Construction Type: From Heavy to Building:

a. Remove with in Section J, Attachment Number 0001 Department of Labor Wage

Determination, General Decision Number: WY170030 dated 01/06 2017 WY30 in its entirety.

b. Insert with in Section J, Attachment 0001 (Revised) Department of Labor Wage Determination, General Decision Number: WY170013 dated 01/13/2017 WY13 in its entirety.

3. Proposal due date change:

a. The proposal due date and time is hereby extended until May 4, 2017, 1500 hours, MDT.

QUESTIONS WITH GOVERNMENT RESPONSES:

17. Question:

Is it acceptable to provide CPAR evaluations in lieu of Past Performance Questionnaires to fulfill the past performance requirement. Please consider in your response that CPAR and PPIRS provide as much or more information on the performance of the contractor and do not unnecessarily burden government contracting staff that have knowledge of the projects being submitted on.

Government Response:

In accordance with Section L.18, WBR 1452.215-80 – Source Evaluation and Selection Procedures: sub paragraph (b) Past Performance Evaluation - In addition to any other past performance information required under the solicitation, the Contracting Officer (C0) shall use past performance information available from the Past Performance Information Retrieval System (PPIRS.GOV) in the source selection process on offerors competing for awards in excess of $100,000, unless the CO has documented an exception from past performance consideration in accordance with FAR 15.304(c)(2)(iv).

PPIRS & CPARS do not provide all the necessary information to evaluate a contractors relevant and recent past performance in regards to the project they are competing for. The requirement for the contractor to submit past performance as stated in the solicitation, provides the CO additional information necessary to make a thorough evaluation of the contractors’ past performance. Therefore the Past Performance Questionnaire provides additional information that assists in the evaluation. Also, the CO at their discretion may use other methods to assist the evaluation.

18. Question:

It appears that the government expects subcontractors to submit experience and past performance as well under Factors 2 and 4. Is the expectation of the government that the number of projects required for the prime (5 experience, minimum of 3 Past Performance) also apply to key subcontractors?

Shoshone Powerplant Roof Replacement Amendment No. 0003

Amendment No. 0003 - 3

Government Response:

In Section M, Factor 2 states “(no more than 5)”. Factor 2, sub paragraph (2) states: If an offeror intends to utilize subcontractors to perform any of the major components of work, all of the above information must be provided for each proposed subcontractor.

19. Question:

Please verify that there are no page limitations.

Government Response:

Section M, Factor 3 - Key Personnel: (2) “Resumes are limited to 3 pages per individual”. No other page limitation is listed.

20. Question:

Section 01 56 15. Part 1.03 - If we are excavating and hit a conduit, ground mat, asbestos, etc that the USBR did not know of, will this be the contractor's responsibility? Since we will be unable to perform locates by hooking to test equipment for conduits, wires, etc as is commonly done on excavations, will the USBR provide a list and approximate locations of buried objects known? If an object (unknown to either party) is struck, will this fall under the Differing Site Conditions FAR 52.236-02? We request that the USBR revise the section that if any unknown objects or conditions are encountered will fall under Differing Site Conditions Clauses.

Government Response:

The government has identified all known buried objects. If something is encountered other than shown on the drawings the contractor may claim under the Differing Site Conditions FAR 52.236-02 clause.

21. Question:

Section 01 57 30. Part 3.01.F.2.b. Please clarify. The contractor is responsible to coordinate a Permanent Stockpile Area between the State of WY and the Federal Government? Has an area already been designated or is it the responsibility of the Contractor to negotiate the use of an area? How do we estimate the cost for this requested service?

Government Response:

The contractor shall dispose of all clean rock at the North Fork Dike stockpile site as indicated on drawing 1458-600-60003. The land at the disposal site is owned by the Bureau of Reclamation.

From the above requirement, if the area is already designated is the disposal site currently permitted? If not, please provide its estimated use date so we can incorporate that into our schedule.

Contractor shall comply with Section 01 57 30 Water Pollution Control.

22. Question:

Section 01 74 00. Part 3.01.A. What does the USBR consider the extent of “clean”. Would we anticipate it to be similar to pressure wash with 3000 psi pressure washer and not sandblasting or other extremely costly measures? Also, the cleaning requirement may conflict with the requirements of 02 82 20-11.3.01.B.2? If not, please clarify sequence of cleaning and fiber lock down desired by USBR.

Shoshone Powerplant Roof Replacement Amendment No. 0003

Amendment No. 0003 - 4

Section 01 74 00. Part 3.01.A. removes deleterious material (visible debris in Section 02 82 20, 3.01.B.2) to ensure an acceptable surface for the new roof system.

Section 02 82 20, 3.01.B.2 states that fiber lockdown is applied after removal of visible debris (deleterious material in Section 01 74 00. Part 3.01.A.) is removed.

For further clarification, deleterious material may be material such as rocks, pebbles, nails, screws, irregular concrete surface, etc. which would prove to be objectionable to the new vapor control layer installed after the fiber lockdown. In addition, pressure washing the roof surface is not advised due to the complications generated for the proper disposal of contaminated water.

23. Question:

Section 03 21 00. Part 1.03.B - Rebar drawings. The rebar consists of 2 #5's following the rock face. The best product will be to cold field bend the bars to match the rock face. Is shop fabricated rebar needed?

Subject specification section represents that the Submittal indicate approximations for reinforcing lengths, quantity and bar-bending diagrams. Drawings indicate reinforcing to be straight between points of angle transition. Final bend angles at transition locations can be performed in the field.

24. Question:

Section 03 30 00. Part 1.03.F. Does the USBR anticipate any concrete repairs beyond the pier removals? If so how will these be paid?

Government Response:

The government does not anticipate concrete repairs beyond the pier removals. If concrete repairs are required they will be paid under the Differing Site Conditions FAR 52.236-02 clause.

25. Question:

Section 31 23 90. Part 1.01.A.2. Please provide an as-built of the ground cable. Excavation around this will be by hand and we need to know it's extent to properly cost it. Or in-lieu of, an estimated length for bidding purposes.

Government Response:

The government does not have an as-built drawing of the ground cable. The estimated length of ground cable for bidding purposes will be 50 feet.

26. Question:

Section 33 46 10. Part 1.01.C.3. Please provide spec and surface prep requirements for the waterproofing.

This line is DELETED in its entirety in Revised Section 33 46 10.

27. Question:

Section 33 46 10. Part 2.05. Paver Restraint. Dimensions are unclear. Can you provide a list of possible suppliers, model numbers, etc. that you are looking for? Access to install all these strips

Shoshone Powerplant Roof Replacement Amendment No. 0003

Amendment No. 0003 - 5 will be extremely hazardous and difficult, See photo #17. Will the USBR remove any stored items below to insure safe access and working conditions?

Government Response:

Specification section referenced, will have dimensional and product material clarified in Revised Section 33 46 10.

The government will remove stored items below the area where the paver restraints will be installed. The contractor will be responsible to give sufficient notice to the government to allow for the removal of the stored items.

28. Question:

Section 33 46 10. Part 3.03.A. We are required to video the existing drain pipes until they daylight at the power house river wall. If any cleaning or obstruction removals are required Part 3.02.B.2 says that any found debris "will be cleaned at the contractor's expense". Please clarify that this only applies to roofing materials or debris generated from this contract - not pre-existing conditions. Suggest that a requirement be added to video the drain pipes prior to construction and post construction to verify the generator of the problem.

See revised Section 33 46 10 line 3.02 B.

29. Question:

Section I.14 - Will the contractor be charged for reasonable, normal electrical power obtained from the USBR? If so at what rate and how will it be monitored?

Government Response:

In accordance with Section 01 51 00 Temporary Utilities, 1.03 A., The contractor may use the existing available power at no additional cost provided use does not interfere with Government operations.

30. Question:

Section I.27 - Payment for Technical Data. Will there be 10% retainage on the entire project -except Mob and Prep? This conflicts with I.10.e which states that retainage MAY be withheld.

Government Response:

In accordance with FAR 52.232-05, the government may retain 10% for contractors failing to make progress. In regards to I.10.e refers to entire contract except Mobilization and Preparation. I.27 refers specifically to Technical Data.

31. Question:

Attachment 001 - Is there a separate Wage Rate for Roofers?

Government Response:

The Department of Labor Wage rate attached in Section J is currently “Heavy”. This is in error and the correct wage rate will be “Building” and will be attached to Amendment No. 0003.

32. Question:

Section 01 56 10 requires a PE to review and stamp that the roof is adequate. Please provide the strength and properties for the existing (1921 era) structural steel and rebar used in the roof system. Please confirm the 3000 psi concrete strength number given on drawing 12. If this data is

Shoshone Powerplant Roof Replacement Amendment No. 0003

Amendment No. 0003 - 6 not available please provide values that you would like all bidders to use so all proposals are comparable. These values are not a Means and Methods issue, but a bidding specification issue.

These values are critical to providing the USBR with an informed proposal as our entire roof removal plans depend on this engineering. If all bidders are directed to assume their own values and their proposal is accepted then it would seem that the USBR has agreed with the assumed values since they are not provided in the bidding documents and if these values are changed or provided after the fact it may cause a contract modification if it affects any time or costs.

Government Response:

The Government believes the contractor is actually referring to Section 01 53 10. Therefore the Contractor shall assume the following materials properties for the Shoshone Powerplant roof structure:

• Yield strength for concrete reinforcing steel = 33,000 psi

• Compressive strength of concrete = 2,500 psi

• Yield strength of structural steel roof members = 30,000 psi

Remaining information related to design review should be present in existing Drawings located in Specifications package."

33. Question:

Given the additions to the scope of work included in Amendment 0002, would the government consider extending the proposal due date. As it stands the additions to the scope of work are substantial, and, in our case, will require subcontractor support to adequately price. Due to the requirement to provide hardcopy proposals, we will need to mail our proposal no later than Monday to meet the deadline for proposal submissions. This is an inadequate amount of time to ensure the additional scope is bid accurately.

The Government is hereby extending the proposal due date to May 4, 2017 at 3:00 am MDT. The cut-off date and time to accept question has not been extended. Refer to Amendment 0002.

34. Question:

Please clarify the performance period discrepancy in Amendment 002. The response to question 7 and the performance period described in block 11 of the SF1442 describe a 180 day performance period. However, the revised Section F (included as attachment 2 to Amendment 0002) indicates that the performance period is 365 calendar days. Please confirm which is accurate.

Government Response:

Yes, Period of Performance has changed from 120 days to 365 days as stated in Section F. This is to provide adequate time due to this year we are having unseasonable wet weather that may prevent timely performance. The SF 1442 is a permanent document that cannot be changed.

Changes occur using the SF 30.

Shoshone Powerplant Amendment No. 003 Roof Replacement, Wyoming Specification No. 60-C0641

Roof Drainage System Revised 33 46 10 - 1

SECTION 33 46 10

ROOF DRAINAGE SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Roof Drainage System:

1. Payment: Lump-sum price offered in the Price Schedule.

2. All drainage system materials and labor required, which are upslope from each of the existing south corner corrugated catch basins (2 total), located above bottom of existing concrete roof deck.

3. New drip metal system located on bottom of existing concrete roof deck as indicated in Section 52 00 00 – Drawings, Drawing No. 1458-600-60002, Section B-B.

4. Reference Section 52 00 00 – Drawings, Drawing No.’s 1458-600-60000 and 1458-600-60002 for overall drainage system representation.

B. Video Inspection of Piping Systems:

1. Payment: Lump-sum price offered in the Price Schedule.

2. Inspect and document interior of new 6” HDPE pipe drains.

3. Inspect and document interior of existing 6” drain pipes, located at southwest and southeast corners, to outlet of drains.

C. Drain Wells:

1. Payment: Lump-sum price offered in the Price Schedule.

2. Remove and replace existing corrugated metal drain wells and catch basin bar grates indicated in Section 52 00 00 – Drawings, Drawing No.’s 1458-600-60000 and 1458-600-60002_Section D-D.

3. DELETED

1.02 REFERENCES

A. National Roofing Contractors Association

1. NRCA – The NRCA Roofing and Waterproofing Manual

2. NRCA – The NRCA Low-Slope Membrane Roofing Design Guidelines

3. AASHTO – American Association of State Highway and Transportation Officials

Revised 33 46 10 - 2

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 33 46 10-1, Certification:

1. Manufacturer’s certification that HDPE pipe meets specified requirements.

C. RSN 33 46 10-2, Shop Drawings:

1. Indicate all fabrication elements and materials associated with Drain Well assembly, including but not limited to:

a. Corrugated galvanized drain well,

b. Stainless steel drain well covers,

c. Structural steel mounting angles,

d. Fasteners and anchors.

2. Indicate all fabrication and materials for removable bar grating units.

D. RSN 33 46 10-3, Product Data:

1. Manufacturer’s product data for approval.

2. Submit data indicating compliance with Part 2 – Products of this Section, including recycled contents of products for approval.

E. RSN 33 46 10-4, Video Inspection Records:

1. Digital video discs from video inspection of drains.

2. Label each disc with contract number and title, Contractor’s name, and date and time of inspection.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Store and handle pipe in accordance with manufacturer’s recommendations.

PART 2 PRODUCTS

2.01 POLYETHYLENE PIPE AND FITTINGS

A. Perforated HDPE Pipe: AASHTO M252, Type SP, Class 2 perforations.

B. Fittings and Couplings: AASHTO M252.

C. Size shown on the drawings.

2.02 CORRUGATED GALVANIZED DRAIN WELL

A. Base metal: AASHTO M 218

Revised 33 46 10 - 3

B. Gauge: 14

C. Coatings: 4 ounce galvanized

2.03 STAINLESS STEEL DRAIN WELL SCREEN COVER

A. Wire Cloth, Plain Weave, Stainless Steel

B. Material: Alloy Type 304, Plain Finish

C. Mesh Size: 3x3

D. Wire Diameter: 0.054”

E. Opening Size: 0.279”

F. Provide all hardware necessary to fasten to Corrugated Galvanized Drain Well

2.04 BAR GRATING

A. Assembly: Provide as a solid removable unit with continuous band at perimeter

B. Fabricated perimeter clearance tolerances:

1. Minimum: 1/16”

2. Maximum: 1/8”

C. Material: Hot rolled carbon steel per ASTM A 1101

D. Grade: Minimum Allowable Stress, Fs = 18,000 psi.

E. Maximum opening size: ¾”

F. Minimum concentrated load capacity: 400 pounds

G. Finish: Hot Dip Galvanized after Fabrication in accordance with ASTM A 123.

2.05 FLEXIBLE ALUMINUM PAVER RESTRAINT

A. Acceptable manufacturer(s): Permaloc StructurEdge; or Sure-loc Edging A 1838M48, or equivalent having the following essential characteristics:

1. Material: Aluminum (6063 Alloy)

2. Vertical leg height: 1 3/8”, minimum

3. Horizontal leg length: 1 1/8”, minimum, Segmented to allow bending

4. Thickness: 1/8”, minimum

5. Minimum Length: 8’- 0

Revised 33 46 10 - 4

2.06 STRUCTURAL STEEL MOUNTING ANGLES

A. Material: ASTM A 36

B. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel indicated for galvanizing according to ASTM A 123.

C. Galvanizing Repair Paint: High-zinc-dust-content paint for re-galvanizing and repairing galvanized steel, with dry film containing not less than 93 percent zinc dust by weight, and complying with DOD-P-21035A or SSPC-Paint 20.

D. Galvanized Surfaces: Clean bolted connections and abraded areas and apply galvanizing repair paint according to ASTM A 780.

2.07 POST INSTALLED SCREW ANCHORS

A. Material: Heat treated carbon steel complying with SAE J403 Grade 10B21.

B. Finish: Zinc coating, minimum thickness 0.0002 inch in accordance with ASTM B633, SC1, Type III.

C. Carbon steel threaded anchor with hex-washer head.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install and join pipe in accordance with manufacturer’s recommendations.

B. Place end cap fitting at upstream end of drains.

C. Place and position drain material about pipe to hold pipe securely in position while overlying material is placed.

D. Keep pipe interior free of gravel, dirt, and foreign material. Provide temporary closure at open pipe ends during work shutdown.

E. Attach Flexible Aluminum Paver Restraint to underside of existing concrete roof deck adjacent to cliff interface. Position within 8 inches of cliff face, caulk and seal. Install in continuous section between steel roof trusses; and angle in a manner to re-direct moisture away from steel roof trusses. Terminate as near to trusses as possible. See Photo 17 in Section 51 01 14 – Photo Log and Section 52 00 00 – Drawings, Drawing No. 1458-600- 60002, Section B-B.

Revised 33 46 10 - 5

3.02 VIDEO INSPECTION

A. Inspect and document interior of new 6” HDPE pipe drains, above roof surface, using color video equipment after placement of overlying materials to final elevation and grade above pipe.

1. Perform inspection in presence of COR. Notify COR, in writing, of date and time of inspection at least 5 days before inspection.

2. Any dirt or debris observed in new 6” HDPE pipe drains will be cleaned at the contractor’s expense.

B. Inspect and document interior of existing pipe drains located at southwest and southeast corners, below roof surface, using color video equipment; before performance of any on-site roof work and after installation of all new overlying roof materials, to final drain outlet elevation.

1. Perform inspection in presence of COR. Notify COR, in writing, of date and time of inspection at least 5 days before inspection.

2. Removal of any materials noted to exist in drainage system prior to initiation of work on roof, will be compensated by Reclamation in addition to contract amount as coordinated with COR.

3. Any foreign roofing related materials or debris observed in existing pipe drains, after installation of new roofing system, will be cleaned at the contractor’s expense.

C. Video Camera:

1. Closed-circuit digital video camera designed for pipe inspection.

2. Capable of negotiating corners and bends.

3. Equipped with 360-degree radial view rotating head and zoom lens.

4. Operable in 100 percent humidity.

5. Operated and controlled via cable tether.

6. Equipped with 200 feet, minimum, of tether.

D. Lights:

1. Provide lighting so that clear focused image of entire pipe periphery is observed on video monitor.

2. Equipped with variable intensity control which can be remotely controlled from monitoring station.

3. Adjustable to minimize glare.

E. Monitor: Color video monitor.

Revised 33 46 10 - 6

F. Footage Indicator: Provide footage indicator for continuous display of camera location on video image as camera moves through pipe.

G. Audio Equipment: Provide audio equipment for recording voice-over documentation.

H. Recorder: Digital video recording equipment.

I. Rate of camera movement along pipe: 30 feet per minute, maximum.

J. Provide convenient access for Government personnel to view video monitor during inspection.

K. Document inspection on digital video disc (DVD).

1. Record camera location by superimposing continuous distance record on recorded image.

2. Record date, time, and drain location by voice-over audio recording on disc.

3. Document obstructions and anomalies observed in pipe by voice-over audio recording.

3.03 CLEANING

A. Clean and flush deposits of mud, sand, gravel, or other foreign material encountered during video inspection;

1. Use methods approved by COR to clean drainage system;

2. After cleaning, re-inspect drain to ensure no deposits of mud, sand, gravel or other foreign material remain in pipe.

B. Final reviews of drain system by COR via video inspection required before acceptance of work.

3.04 PROTECTION

A. Protect drain pipe from equipment traffic during installation.

B. Protect installed drains from equipment, wheel loads, and other concentrated loads until drain is protected by permanent construction.

END OF SECTION

General Decision Number: WY170013 01/13/2017 WY13

Superseded General Decision Number: WY20160013

State: Wyoming

Construction Type: Building

County: Park County in Wyoming.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was 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 $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

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 01/06/2017 1 01/13/2017

ASBE0028-005 07/01/2016

Rates Fringes

INSULATOR - DUCT (Cold/Hot)......$ 29.73 13.93

CARP1564-003 06/01/2012

Rates Fringes

CARPENTER (Form Work Only).......$ 20.69 13.80

IRON0732-016 06/01/2013

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 26.00 17.70

PAIN0079-004 08/01/2016

Rates Fringes

PAINTER (SPRAY)..................$ 19.15 7.67

* PLUM0192-005 01/01/2017

Rates Fringes

4/21/2017https://www.wdol.gov/wdol/scafiles/davisbacon/WY13.dvb?v=1

Attachment No. 0001 Amendment No. 0003

PIPEFITTER.......................$ 29.86 15.42

ROOF0229-003 08/23/2011

Rates Fringes

ROOFER (Single Ply Roof Only)....$ 19.10 1.06

SFWY0669-002 04/01/2016

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 31.55 19.15

SUWY2011-010 01/11/2011

Rates Fringes

BRICKLAYER.......................$ 23.76 0.00

CARPENTER (Drywall Finishing/Taping Only)...........$ 16.89 0.00

CARPENTER (Drywall Hanging Only)............................$ 17.65 0.00

CARPENTER, Excludes Drywall Finishing/Taping, Drywall Hanging, and Form Work...........$ 20.16 0.00

CEMENT MASON/CONCRETE FINISHER...$ 18.10 0.00

ELECTRICIAN......................$ 23.50 3.20

INSULATOR - PIPE & PIPEWRAPPER...$ 19.57 4.58

IRONWORKER, REINFORCING..........$ 21.77 4.71

LABORER: Common or General......$ 12.77 0.00

LABORER: Mason Tender - Brick...$ 13.50 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 13.00 0.00

LABORER: Landscape and Irrigation.......................$ 10.90 0.00

OPERATOR: Asphalt Paver.........$ 15.41 4.15

OPERATOR: Backhoe...............$ 18.50 4.22

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 18.25 2.75

OPERATOR: Crane.................$ 29.83 4.51

OPERATOR: Excavator.............$ 18.90 5.36

4/21/2017https://www.wdol.gov/wdol/scafiles/davisbacon/WY13.dvb?v=1

OPERATOR: Forklift..............$ 17.00 2.74

OPERATOR: Loader (Front End)....$ 17.48 6.00

PAINTER: Brush Only.............$ 17.38 0.00

PAINTER: Roller.................$ 16.07 4.17

PLUMBER..........................$ 26.46 11.20

ROOFER, Excluding Single Ply Roof.............................$ 18.75 0.00

SHEET METAL WORKER, Includes HVAC Duct and Unit Installation.....................$ 21.75 2.67

TILE SETTER......................$ 22.91 0.00

TRUCK DRIVER: Dump Truck........$ 16.43 1.70

TRUCK DRIVER: Flatbed Truck.....$ 17.50 2.69

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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