Amendment_0002_to_W912LA-18-R-8004_Combined.pdf

F7S3E18129AW01 PDPG169013

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Amendment 0002 is being issued to amend solicitation number W912LA-18-R-8004, Construct Formal Training Unit (FTU) at March Air Reserve Base, California. Project number PDPG169013.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 22-Aug-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912LA18R8004

X 9B. DATED (SEE ITEM 11)

20-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

22-Aug-2018

CODE

163 BASE CONTRACTING OFFICE

1620 GRAEBER ST, STE 29

MARCH ARB CA 92518

W912LA 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912LA18R8004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0002

1. This amendment is being issued to clarify/correct issues noted through the Request for Information process.

Offeror’s shall review all of the questions and responses in attachment #1 and adjust their proposal accordingly.

2. The General Wage Determination is hereby updated from CA180036 dated 20 July 2018 (from amendment #1) to CA 180036 dated 17 August 2018. Attachment #2 replaces the wage determined located in section 00800 of the solicitation.

3. When amendment one was posted to FBO it was uploaded under the restricted access site and was inadvertently uploaded in two sections. FBO is reflecting there are three amendments. This is to clarify the Government has only issued two amendments to date and this is the second of the two amendments.

4. The proposal due date is hereby extended to 1:00 P.M. local time on Wednesday 5 September 2018. The proposal repository is located in the 163 Base Contacting Office, 1620 Graeber ST, STE 29, March ARB, CA 92518.

5. Offerors are reminded that all questions need to be submitted not later than five working day prior to closing the closing date. Therefore, questions shall be submitted in accordance with the solicitation not later than 30 August 2018.

6. Offerors are encouraged to follow-up with the Base Contracting Office to validate your past performance questionnaires have been received. Offerors are reminded if the Government does not have an Exhibit C, for a project they are submitting an exhibit A on, the project will not be considered for relevancy and or the overall risk assessment.

7. All other terms of the solicitation remain unchanged.

List of Requests for Information (RFI(s)) Construct Formal Training Unit (FTU) at March Air Reserve Base, California

Solicitation Number W912LA-18-R-8004

Below is a list of requests for information and the Government responses. The responses are meant to clarify the intent and/or amend the solicitation, plans, and specifications accordingly.

1. Spec sections 28 31 76, 33 11 00, and 33 30 00 appear in both Volume 1 and 2 but are different.

Which is correct?

Response - Section 21 13 13– This specification section is included in both volume one and volume two of the specification. Delete section 21 13 13 located in volume 2 and replace it with section 21 13 13, which is located in volume 1.

Section 28 31 76 – This specification section is included in both volume one and volume two of the specification. Delete section 28 31 76 located in volume 2 and replace it with section 28 31 76, which is located in volume 1.

Section 33 11 00 – This specification section is included in both volume one and volume two of the specification. Delete section 33 11 00 located in volume 2 and replace it with section 33 11 00, which is located in volume 1.

Section 33 30 00 – This specification section is included in both volume one and volume two of the specification. Delete section 33 30 00 located in volume 2 and replace it with section 33 30 00, which is located in volume 1.

2. Para 3.1.1 of the spec requires that we prep and seal the concrete slab. However, we do not provide this scope of work and recommend that the Concrete Contractor take care of it, which is standard procedure.

Response - The subcontractor shall work with the general contractor to ensure the work outlined is covered during the proposal stage.

3. Para 3.4 of the spec requires us to provide and install a fire detection system under the Access Flooring. However, this is nothing we understand or are qualified to perform. This should be done by the Fire Safety Contractor.

Response - The subcontractor shall work with the general contractor to ensure the work outlined is covered during the proposal stage.

4. Confirm the finished floor height of the Access Floor is 16”.

Response – Access floor is 18” per sheet 01S101. The difference in finished floor height on the depressed slab is 98’-6” and the rest of the bldg. is 100’-0”.

Amendment 0002 - Attachment #1

5. On Sheet 01A103 there appears to be a full-height wall going across the PMATS Server Rm (#126) at Column Line G. Please confirm.

Response – The line that appears at column line G is a drafting error, there is no wall.

6. Advise if the server racks will be sitting on top of our flooring or on their own stands that we cut around. If on our flooring, we will need the typical weight and dimensions of these racks to determine the correct pedestals to use and how to attach them to the slab.

Response – The racks sit on the raised floor. The ROC Server Rm and COMM Room racks shall be provided in contract. The PMATS and GCS room racks are not in contract. The raised floor spec section 09 69 19, 2.2.1F specifies ultimate load rating 1400 lbs. per 2’x2’ panel.

7. Confirm the carpet tile finish in the offices receiving Access Flooring are to be field-applied by others after we install our bare flooring.

Response - The subcontractor shall work with the general contractor to ensure the work outlined is covered during the proposal stage.

8. Drawing 01E602 Detail 1 Communications Riser Diagram requirements call out for a SM & MM

Fiber from 1st Floor Server COMM Room 150 to 2nd Floor Server Comm Room 212. Please confirm the fiber optic type and strand count.

Response - Sheet 01E602 - Detail 1 Communications Riser Diagram requires a SM & MM Fiber from 1st Floor Comm Room 150 to 2nd Floor Server Comm Room 212. Contractors shall provide

(1) 12 Strand Singlemode Fiber and (1) 25 Pair Copper.

9. Drawing 01E602 Detail 1 Communications Riser Diagram requirements for ROC Server RM120 call out for a FO Cable. Per 2.3.1.1 Backbone Optical Fiber, a 12-strand single-mode (OS1), tight buffered fiber optic cable is the minimum requirement. Following the 12-strand single-mode (OS1) min requirement, there will be (1) 12-strand single-mode (OS1) fiber optic cable installed to each of the (10) ROC Server RM120 Equipment Cabinets. Is the Fiber Optic cable type and strand count correct as well as the number of Equipment Cabinets?

Response – Drawing 01E602 Detail 1 Communications Riser Diagram requirements for ROC Server RM120 call out for a FO Cable. Contractors shall (1) 24 strand singlemode fiber per cabinet and provide (10) the equipment cabinets per the layout on sheet 01E402.

10. Drawing 01E602 Detail 1 Communications Riser Diagram requirements for PMATS Server RM126 call out for a FO Cable. Per 2.3.1.1 Backbone Optical Fiber, a 12-strand single-mode (OS1), tight buffered fiber optic cable is the minimum requirement. Following the 12-strand single-mode (OS1) min requirement, there will be (1) 12-strand single-mode (OS1) fiber optic cable installed to each of the (13) PMATS Server RM126 Equipment Cabinets. Is the Fiber Optic cable type and strand count correct as well as the number of Equipment Cabinets?

Response – Drawing 01E602 Detail 1 Communications Riser Diagram requirements for PMATS Server RM126 call out for a FO Cable. The contractor shall provide the minimum (1) 12 Strand single mode fiber between first floor server room 150 and PMATS server Room 126. Each PMATS server cabinet does not need to be connected to the server room 150.

11. Drawing 01E602 Detail 1 Communications Riser Diagram requirements for Lecture 211 call out for a FO Cable from 2nd Floor Server COMM RM 212. Per 2.3.1.1 Backbone Optical Fiber, a 12-strand single-mode (OS1), tight buffered fiber optic cable is the minimum requirement. Following the 12-strand single-mode (OS1) min requirement, will (1) 12-strand single-mode (OS1) fiber optic cable be installed to each of the (2) Floor, (2) 60” and (1) Above CLG Locations?

Response – Provide (1) 2 strand singlemode fiber cable to lecture podium location.

12. Drawing 01E502 Detail 2 Telecommunications Outlet calls out for a (1) Fiber Optic Cable. Please confirm the Fiber Optic cable type and strand count.

Response – Provide (1) 2 strand laser optimized multimode cable.

13. Drawing 01E502 Detail 2 Telecommunications Outlet NOTE: SYSTEM FURNITURE SIMILAR, EXCEPT

NO FIBER OPTIC CABLE REQUIRED. Based on interpretation of the System Furniture, this note requires further clarification.

Response – Drawing 01E502 Detail 2 Telecommunications Outlet revise “NOTE: SYSTEM FURNITURE SIMILAR, EXCEPT NO FIBER OPTIC CABLE REQUIRED” to

NOTE 1 - SYSTEM FURNITURE IS NIC. CONTRACTOR SHALL TERMINATE CAT6 AND FIBER AT EACH

STATION AFTER FURNITURE IS INSTALLED.

NOTE 2 - FIBER OPTIC CABLE SHALL BE 2 STRAND LASER OPTIMIZED MULTIMODE CABLE.

14. Drawing 01E402 Detail 1 ROC Server Room 120. Will the Low Voltage Contractor be required to supply the Qty (10) Equipment Cabinets?

Response – ROC server racks shall be provided by contractor.

15. Drawing 01E401 Detail 4 PMATS Server Enlargement PMATS Server Room 126. Will the Low

Voltage Contractor be required to supply the Qty (13) Equipment Cabinets?

Response – No, PMATS Server Rm rack are Government Furnished Government Installed.

16. 08 63 00 1.5 Windborne Debris per ASTM E1996: Please advise if Missile A (small/2 gram steel balls), C (4’ long 2x4), or D (8’ long 2x4) are required and for what level of protection (Enhanced, Basic, Unprotected).

Response - Use Missile A, a 2g ball at 130 f/s. Provide Basic Level of Protection.

17. 08 63 00 2.3 Thickness of 4” and Panel U-Factor of 0.23: The 4” thermally broken panel system has the following available panel U-Factors: 0.55 (non-insulated), 0.15, and 0.08. The standard 2-3/4” panel system has a panel U-Factor of 0.23 available. Please advise which panel thickness/U-Factor is desired.

Response – Section 08 63 00 paragraph 2.3.1 provide 4” thermally broken panel as specified. Per paragraph 2.3 4 revise “Panel U-factor by NFRC certified laboratory: 0.23” to “Panel U-factor by NFRC certified laboratory: 0.08.”

18. 08 63 00 Grid Pattern: As shown on drawings. Detail 2/01A201 shows a reverse shoji grid pattern (24” x 12”) for the larger shed skylights. 01A107, 01A108 and 01A109 appear to show a 12” square block (Tuckerman) grid pattern. A standard reverse shoji grid pattern will cost less than a square Tuckerman grid pattern. Please advise which grid pattern is desired.

Response – Provide Shoji pattern and shown in detail 2/01A201.

19. CLIN0001 has a delivery date of 540 days ADC. Option CLIN0002 through 0007 also have delivery dates of 540 days ADC. Are these in addition to the 540 days for CLIN0001?

Response - The period of performance for the project base bid and all options exercised is 540-days from the issuance of the Notice-to-Proceed.

20. Is Exhibit E Cost Breakdown doing to be required at bid time or after bid time? Is it going to be required in all copies of the proposal (original and copies) including electronic copies? This question is significant, since most of our subcontractor proposals are received up to the last minute of the submission due date/time. This means each contractor needs to fill out 6 columns on 29 line items of Exhibit E = 174 EA cells on each copy of our proposal. One original, 3 hard copies and one electronic copy = 870 cells we need to physically fill out, then fill out the 7 CLIN bid schedule X 5 for a total of 905 items we need to fill out on bid day. This is very difficult to do. We will be receiving last minute proposals that could potentially save the government money, if we can’t update all 905 items before the time the proposal is due the government would not realize this cost savings and potentially pay more for the same end product.

Response - The Government will accept a fax copy of exhibit E, but it must be submitted no later than 9:00 A.M. local time on the day following the proposal due date.

21. Exhibit E –

a. Work Category 1 Site Prep – does this include demolition?

Response – Yes this includes demolition.

b. Work Category 2 Concrete – Concrete subcontractors typically exclude rebar, so we would have a concrete subcontractor and a rebar subcontractor. How should we account for this in your breakdown form?

Response – Combine the cost.

c. Work Category 3 Structural Steel – Most structural steel subcontractors exclude metal decking. We would subcontract the Steed Decking to a separate subcontractor. How should we account for this in the breakdown form?

d. Work Category 5 and 6 – The Roofing subcontractor will not carry the skylights. How should we modify the spreadsheet in this case?

e. Work Category 11 – We typically have two separate contractors provide Fire Suppression and Fire Alarm.

22. We have submitted several RFI’s and have not heard back. Many subcontractors will not be able to bid if we don’t receive critical answers to the questions we’ve asked due to lack of information provided.

Response - The proposal due date has been extended to allow contractors time to review the responses provided above and in amendment 0002. Please make sure questions are being sent to both Crystal Rossman & Mark Thompson at the email address outlined in the solicitation.

23. Section 01 50 00 says to provide a government field office on site. Will you consider revising this requirement?

Response - Section 01 50 00 – Delete subparagraph 3.6 Government Field Office. A Government field office will not be required for this project.

24. Is the project registered with USGBC Leed Online? We could not locate the project to see the status of the project. If it is not registered, please be advised that this is a lengthy process.

Response - Project ID: 1000085492 Project Title: Construct West Coast RPA FTU Project Rating System: LEED-NC v 2009 Registration Date: 10/17/2016

25. Fire alarm devices at breakroom patio are shown on low parapet wall too low to meet code.

Response –Mount devices on wing walls in accordance with “Exhibit #1 – Patio Fire Alarm Relocation 7.”

26. Architectural and structural plans dimension CMU that in many cases is not in block module. This also affects steel column and framing dimensions.

Response – The Government will provide a response in a future Amendment

27. It is not clear in the drawings if the furniture is Owner Furnished or Contractor Furnished. The lockers are shown on the architectural sheets as NIC (Not in Contract). Is the same true of the furniture shown on 01A114 and 01A115? There is no furniture specification to base any pricing on.

Response – Furniture is Government Furnished Installed by Other.

28. Para 2.3.3.1 of the Access Flooring spec calls out for “hollow” steel panels. However, although these panels are lighter than the alternate concrete-filled panels, they are much nosier when you walk on them. It appears much of the area receiving Access Flooring will be office space, so please confirm you really want “hollow” steel panels in these areas. (We recommend concrete-filled panels throughout.)

Response – Provide hollow panels as specified.

29. Para 3.1 of the spec calls out for a stringer less understructure system. We recommend this type of panel corner-lock system w/o stringers when the finishes are field-applied by others, which we believe is the case for the offices receiving carpet tile. However, there are 3 server rooms with factory-applied high pressure laminate (HPL) tile called out in the Finish Schedule. This finish would be ruined if we screwed down the 4 corners of each panel to the pedestals in a corner-lock system, so the panels in these 3 rooms must be gravity-held in a bolted stringer system. Please confirm this is acceptable.

Response - Provide bolted stringer system at the 3 rooms with exposed panels.

30. 01S102 at grid B4 does not show wind wall but 01A105 does. Which is correct?

Response - 01A105 is correct.

31. Please reference detail 9 and 10 on sheet 01A604, the detail shows the head of the head and jamb of the framing located behind the CMU walls. Please note that many ATFP systems are exterior glazed curtain wall systems, and this installation will not allow the framing to be installed and sealed as required. Please confirm if it will be acceptable to have the interior stud framing to align with the CMU wall to allow for proper installation.

Response – Align stud framing with CMU wall.

32. Sheet 00X101 – When will the power pole be relocated by the government? Prior to the contractor mobilizing to the site?

Response – Contractor shall provide utility services.

Contact Brad Weber at CLP for electrical cost (720) 305-0399.

33. Is all AC paving in the base bid or in option 4, 5? The notes on 00C101 are a bit confusing.

Response – As shown on 00C101 part of AC paving is in Option 4 and part is in Option 5.

34. Sheet 00C101 Keynotes – What is bid option 7? What is bid option 8? Our bid schedule only goes up to bid option #6.

Response – Sheet 00C101 – Changed keyed note header that reads “Construction Notes (Bid Option #7)” to read “Construction Notes (Bid Option #4)”

Sheet 00C101 – Changed keyed note header that reads “Construction Notes (Bid Option #8)” to read “Construction Notes (Bid Option #5)”

35. Specification section 08 32 13 references that the sliding doors and glazing need to meet UFC 4- 010-01 minimum anti-terrorism standards. The other specification sections for the glass and glazing do not reference UFC 4-010-01. Please confirm if the glazed openings are required to meet UFC 4-010-01, if so please confirm the standoff and charge weight required.

36. Specification 08 41 13 Aluminum Storefronts calls for the system to meet ASTM E1886 and ASTM

E1996. Please note that these standards are for hurricane impact testing and make meeting anti-terrorism requirements more difficult due to the increased glazing thickness required. Please confirm if the ASTM E1886 and E1996 testing is required.

37. Specification section 08 81 00 Glazing, paragraph calls for the low-e insulated glass to be clear glass with a low-e coating. The end of the paragraph states that the color must be gray. Please clarify if the glass should be a gray tinted glass in lieu of gray or if the low-e coating should be a gray tint? If the low-e is expected to be gray, please identify the brand of low-e that is acceptable for use.

38. The IRRIGATION LEGEND from sheet 00L103 & 00L104, plans and specification do not indicate model for booster pump, master valve, backflow preventer and drip tubing.

Please provide model for bidding.

39. There is no size provided for ball valve & gate valve shown on plans. Please provide.

40. There is a specification for Air Barrier Testing and a separate spec section for Air Barrier

Installation. I did not see on the drawings, details, wall types, etc. where the air barrier is to be installed. Please clarify. We cannot test an air barrier without know where it gets installed.

Typically you would have a masonry veneer over the air barrier applied over CMU or metal framing with exterior gypsum board. Your drawings just show CMU or metal stud furring.

41. Is LA City certification acceptable to the base in lieu of AISC certification for this project?

General Decision Number: CA180036 08/17/2018 CA36

Superseded General Decision Number: CA20170036

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

County: Riverside County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 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 $10.35 per hour (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 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 01/19/2018 3 02/09/2018 4 05/04/2018 5 05/18/2018 6 06/15/2018 7 06/29/2018 8 07/06/2018 9 07/13/2018 10 07/20/2018 11 08/17/2018

ASBE0005-002 07/03/2017

Rates Fringes

Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems).....$ 39.72 20.81

8/22/2018https://wdol.gov/wdol/scafiles/davisbacon/CA36.dvb?v=11

Amendment 0002 - Attachment #2

Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls)...........................$ 26.96 17.81

ASBE0005-004 07/03/2017

Rates Fringes

Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)....$ 19.26 11.27

BOIL0092-003 03/01/2018

Rates Fringes

BOILERMAKER......................$ 44.07 33.52

* BRCA0004-011 05/01/2018

Rates Fringes

BRICKLAYER; MARBLE SETTER........$ 40.39 13.65

*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the standard San Bernardino/Riverside County hourly wage rate

BRCA0018-004 07/01/2017

Rates Fringes

MARBLE FINISHER..................$ 30.93 12.95

TILE FINISHER....................$ 25.98 11.23

TILE LAYER.......................$ 37.76 16.37

BRCA0018-010 09/01/2017

Rates Fringes

TERRAZZO FINISHER................$ 29.75 12.91

TERRAZZO WORKER/SETTER...........$ 36.75 13.82

CARP0409-001 07/01/2016

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CARPENTER

(1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer...................$ 39.83 15.50

(2) Millwright..............$ 40.90 15.50

(3) Piledrivermen/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial)................$ 40.53 15.50

(4) Pneumatic Nailer, Power Stapler...............$ 40.09 15.50

(5) Sawfiler...............$ 39.83 15.50

(6) Scaffold Builder.......$ 31.60 15.50

(7) Table Power Saw Operator....................$ 40.93 15.50

FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional.

CARP0409-002 07/01/2016

Rates Fringes

Diver

(1) Wet.....................$ 712.48 17.03

(2) Standby.................$ 356.24 17.03

(3) Tender..................$ 348.24 17.03

(4) Assistant Tender........$ 324.24 17.03

Amounts in "Rates' column are per day

CARP0409-005 07/01/2015

Rates Fringes

Drywall

DRYWALL INSTALLER/LATHER....$ 40.40 15.03

STOCKER/SCRAPPER............$ 10.00 7.17

CARP0409-008 08/01/2010

Rates Fringes

Modular Furniture Installer......$ 17.00 7.41

ELEC0440-001 01/01/2018

Rates Fringes

ELECTRICIAN

INSIDE ELECTRICIAN..........$ 39.77 23.24

INTELLIGENT TRANSPORTATION

SYSTEMS

Electrician................$ 36.99 3%+23.18 Technician.................$ 27.75 3%+23.18

ZONE PAY: Zone A: Free travel zone for all contractors performing work in Zone A.

Zone B:Any work performed in Zone (B) shall add $12.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line), Southeast along the Coachella Tunnels, Colorado River Aqueduct and Mecca Tunnels to Pinkham Wash then South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line.

ELEC0440-004 01/01/2018

COMMUNICATIONS AND SYSTEMS WORK

Rates Fringes

Communications System Installer...................$ 32.49 3%+13.52 Technician..................$ 30.18 4%+11.45

SCOPE OF WORK:

Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarms, and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station.

ELEC1245-001 06/01/2018

Rates Fringes

LINE CONSTRUCTION

(1) Lineman; Cable splicer..$ 56.79 17.91

(2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment)...........$ 45.36 16.74

(3) Groundman...............$ 34.68 16.36

(4) Powderman...............$ 49.55 3%+17.65

HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day

ELEV0018-001 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 53.85 32.645

FOOTNOTE:

PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service.

PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

ENGI0012-003 07/01/2018

Rates Fringes

OPERATOR: Power Equipment (All Other Work)

GROUP 1....................$ 45.30 25.25

GROUP 2....................$ 46.08 25.25

GROUP 3....................$ 46.37 25.25

GROUP 4....................$ 47.86 25.25

GROUP 5....................$ 48.96 25.25

GROUP 6....................$ 48.08 25.25

GROUP 8....................$ 48.19 25.25

GROUP 9....................$ 49.29 25.25

GROUP 10....................$ 48.31 25.25

GROUP 11....................$ 49.41 25.25

GROUP 12....................$ 48.48 25.25

GROUP 13....................$ 48.58 25.25

GROUP 14....................$ 48.61 25.25

GROUP 15....................$ 48.69 25.25

GROUP 16....................$ 48.81 25.25

GROUP 17....................$ 48.98 25.25

GROUP 18....................$ 49.08 25.25

GROUP 19....................$ 49.19 25.25

GROUP 20....................$ 49.31 25.25

GROUP 21....................$ 49.48 25.25

GROUP 22....................$ 49.58 25.25

GROUP 23....................$ 49.69 25.25

GROUP 24....................$ 49.81 25.25

GROUP 25....................$ 49.98 25.25

OPERATOR: Power Equipment (Cranes, Piledriving &

Hoisting)

GROUP 1....................$ 46.65 25.25

GROUP 2....................$ 47.43 25.25

GROUP 3....................$ 47.72 25.25

GROUP 4....................$ 47.86 25.25

GROUP 5....................$ 48.08 25.25

GROUP 6....................$ 48.19 25.25

GROUP 7....................$ 48.31 25.25

GROUP 8....................$ 48.48 25.25

GROUP 9....................$ 48.65 25.25

GROUP 10....................$ 49.65 25.25

GROUP 11....................$ 50.65 25.25

GROUP 12....................$ 51.65 25.25

GROUP 13....................$ 52.65 25.25

OPERATOR: Power Equipment (Tunnel Work)

GROUP 1....................$ 47.15 25.25

GROUP 2....................$ 47.93 25.25

GROUP 3....................$ 48.22 25.25

GROUP 4....................$ 48.39 25.25

GROUP 5....................$ 48.58 25.25

GROUP 6....................$ 48.69 25.25

GROUP 7....................$ 48.81 25.25

PREMIUM PAY:

$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton

Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons;

Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman

GROUP 2: Asphalt-rubber plant operator (nurse tank operator);

Concrete mixer operator-skip type; Conveyor operator;

Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd.

without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler

GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson

(with dragtype attachments); Helicopter radioman (ground);

Stationary pipe wrapping and cleaning machine operator

GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator;

Concrete cleaning decontamination machine operator;

Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck

GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;

Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types

- Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted);

Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms);

Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator

GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator;

Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor;

Drilling machine operator, Bucket or auger types (Calweld

150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types -drilling depth of 60' maximum); Elevating grader operator;

Grade checker; Gradall operator; Grouting machine operator;

Heavy-duty repairman; Heavy equipment robotics operator;

Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);

Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu.

yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck);

Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self-propelled curb and gutter machine operator; Shuttle buggy;

Skiploader operator (crawler and wheel type over 1-1/2 yds.

up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;

Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator

GROUP 9: Heavy Duty Repairman

GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator;

Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)

GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified.

GROUP 12: Auto grader operator; Automatic slip form operator;

Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu.

yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine);

Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)

GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)

GROUP 14: Canal liner operator; Canal trimmer operator;

Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional);

Wheel excavator operator (over 750 cu. yds.)

GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck)

GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)

GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck);

Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)

GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -single engine, up to and including 25 yds. struck)

GROUP 19: Rotex concrete belt operator (or similar types);

Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50

cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck)

GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)

GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)

GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck)

GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)

GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds.

struck)

GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS

GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)

GROUP 2: Truck crane oiler

GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite)

GROUP 4: Bridge-type unloader and turntable operator;

Helicopter hoist operator

GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)

GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator

GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum)

GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)

GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator;

Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons

GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry

GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc)

GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)

GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons);

Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS

GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment)

GROUP 2: Power-driven jumbo form setter operator

GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons)

GROUP 4: Bit sharpener; Equipment greaser (grease truck);

Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum);

Tunnel locomotive operator (over 10 and up to and including 30 tons)

GROUP 5: Backhoe operator (up to and including 3/4 yd.);

Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson;

Loader operator (Athey, Euclid, Sierra and similar types);

Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum);

Tunnel locomotive operator (over 30 tons)

GROUP 6: Heavy Duty Repairman

GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES

$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to…