N6247319R1211_Amendment_0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Project Title: P1018 Design Bid Build for Air Field Improvements at Naval Air Station North Station North Island (NASNI) Naval Base Coronado, California

This amendment provided revisions to the solicitation, responds to request for Information (RFIs), and incorporates the current Construction Wage Rate Requirement (CWRR)

See page 2 for detailed information

1. CONTRACT ID CODE PAGE OF PAGES

J 1 30

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

16C. DATE SIGNED

BY 09-May-2019

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 N6247319R1211

X 9B. DATED (SEE ITEM 11)

03-Apr-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

09-May-2019

CODE

NAVFAC SOUTHWEST

CAPITAL IMPROVEMENTS CONTRACTS CORE

CODE RAQ30

1220 PACIFIC HIGHWAY

SAN DIEGO CA 92136

N62473 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6247319R1211

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The following have been added by full text:

AMENDMENT 0005

The purpose of this amendment is to

a. Provide revised documents

b. Respond to RFIs

c. Incorporate the current Construction Wage Rate Requirement (CWRR)

a. The following information has been upload to the Goggle link:

The link is: https://drive.google.com/open?id=1YKINZBAHCrvXqZMrzzZ-HXPkGcXVCE3v

201190429_P-1018_Amendment 0005_Drawings_volume 1 (AFLD).pdf: 9 Sheets were revised to remove reference to proprietary product, changed building 309 demolition to phase 5, and revised some Geotechnical information.

20190429_P_P-1018_Amend 0005_Specs_Volume 1A (AFLD).pdf: and 20190429_P-1018_Amend 0005_Specs_Volume 1B (AFLD): minor clean-up of brackets throughout the document, and revised some specification sections. See page after the Cover sheet for specific changes.

Electrical drawings: Electrical revisions include updates to panel schedules on E-701 and E-702, sump pump power on EP-111and ES-106.

Mechanical drawings: Stormwater diversion controls M-101, louver detail M-500, schedules and controls on M-600, M-602, underfloor plumbing on P-100, P-101, P-102, P-103, water service note P-500, oil/water separator detail P- 501, wash rack piping P-503, schedule notes P-600.

b. Response to RFIs

RFI 10. (Observances after site walk visit): Is there permitted line power at the plant site?

Government Response: There is power in the vicinity available for the contractor to tap into at the batch plant location indicated on sheet G-004, but requires metering. Connection must be coordinated through the Contracting Officer and Naval Base Coronado Public Works Office.

RFI 11. We see the 3 following disconnects in the existing set of drawings and specifications

1) The current bid package has co-mingled two usually separate trades/systems in the “control systems” area (The AWEMS and UCS system additions). These AWEMS and UCS systems are usually found in separate specifications sections on San Diego SWDIV Milcons. The drawings appear correct and to SWDIV standard design criteria.

a) Normally SWDIV MILCONS have the building energy management and HVAC controls in a separate AWEMS (Are-wide energy management system) specification section 23 09 23.22 20. The new buildings AWEMS control systems usually tie into a central Navy SD automation system. HDR has put this scope into a section 25 10 00 (UMCS), which is normally reserved for a separate electrical system centric “Utility Control System (UCS) scope of work.

Would you please clarify if the existing bid package is correct and the intended approach? If not, please amend the specifications with the correct UFGS that SWDIV uses as the standard for the San Diego region.

Government Response: Division 25 specifications have been updated to remove conflicts. The referenced drawings and division 23 specifications provide contractor direction related to equipment specifications and front-end configuration requirements, and Division 25 specifications contain specific cybersecurity requirements and submittals required to achieve authority to operate as required by UFC-4-010-6.

2) There are currently no specification sections or wording for the "Utility Control System" (UCS), which is typically found in UFGS (and NAVFAC SWDIV) spec section 25 10 20 00. However, standard Navy SD UCS drawings are included in the package (specifically sheets E-503, E-504, and E-505). The San Diego area UCS system that the Navy operates is a centralized system which is separate from the San Diego area AWEMS.

Would you please clarify if the existing bid package is correct and the intended approach? If not, please amend the specifications with the correct UFGS that SWDIV uses as the standard for the San Diego region.

Government Response: Division 25 specifications have been updated to remove conflicts. The referenced drawings and division 23 specifications provide contractor direction related to equipment specifications and front-end configuration requirements, and Division 25 specifications contain specific cybersecurity requirements and submittals required to achieve authority to operate as required by UFC-4-010-6.

3) Previous and recent MV-22 "Washrack" MILCONS (which we have worked on in the SD Navy/Marine Corps region) have contained specification wording and/or drawings depicting what "washrack" control systems are to be provided and who is to provide them (e.g. an OEM packaged equipment provider or a control systems integrator such as our firm) and that the washrack utilizes an automated system.

Would you please clarify if the washrack is to be operated in an automatic or manual mode? If the washrack is to be operated in an automated mode, please amend the specifications and drawings.

Government Response: Wash rack control will be automatic through controls provided by the wash rack manufacturer. Additional information to follow in an upcoming amendment.

RFI 12. Proposal Submission Requirements, Section 3, Page 5. Please confirm that a small business subcontracting plan should be submitted with the Price Factor Government Response: Confirmed, Small Business Subcontracting Plan should be submitted with the Price Factor.

RFI 13: Spec Section 01 57 19 Paragraph 1.5 Special Environmental Requirements:

QUESTION: Spec Section 01 57 19 Temporary Controls includes states, The Contractor must implement and maintain the procedures/actions of the RFP Part 6, Attachment D, Minimization, Mitigation, Monitoring, and Reporting (MMMR) Tracking Sheet for the duration of the construction period, including the Contractor’s pre-construction and post-construction activities.

The Contractor must contract a biologist to plan and oversee the environmental tasks. The biologist’s minimum qualifications shall be as outlined in the USFWS Letter and EIS and shall be submitted for approval to NBC Environmental Office.

The following environmental documents are included in the CD within the Part 6 Attachments folder:

a. Minimization, Mitigation, Monitoring, and Reporting (MMMR) Tracking Sheet

b. Final Environmental Impact Statement and associated Memorandums to File to the Administrative Record

It is the Contractor’s responsibility to fully understand each of these environmental documents. The EIS provides further information for implementation of the MMMR procedures/actions.

Part 6 attachments were not included with the project documents. Please provide a copy of the RFP Part 6 including the MMMR and EIS attachments.

Government Response to RFI 13: Spec Section 01 57 19 Paragraph 1.5 Special Environmental Requirements have been updated and provide clarifications to the environmental requirements. The Environmental assessment, the MMMR, and other critical files will be provided as attachments to the design package.

RFI 14. RFP Section 32 13 14.13 (PDF) –specs Vol.1B paragraph 1.4.6 Test Section Page Number 357 of 564 QUESTION: 1.4.6 Test Section: contractor is to construct a test section 400’ long shown on the drawings. Test strips for both PCCP and HTC are not shown on plans. Please identify where test strip is to be placed or if they can be completed on the first day of paving. If compliant, will they remain in place?

Government Response: The test strip can be completed on the first day of paving at a location of the contractors choosing so long as it is shown on the contractors approved paving plan. If compliant, the test section will remain in place.

RFI 15: RFP Section: Plans (Ground Rod locations for fence) QUESTION: Per sheet ES 102 the grounding points for the fence are shown and called out as Sheet Key Note 2.

The Sheet Key Note 2 reads, “Ground Fence to Ground Rod at location indicated”. Eight such locations are shown on sheet ES102. Also on sheet ES102 is a callout for Detail A1/E-501 Fence Ground Typ. The detail A1 on sheet E501 indicates the lightning protection or grounding conductor space at every 10'-0" max between posts. Is the grounding intent per the drawing on sheet ES 102 requiring (8) locations or at a 10'-0" max spacing per details A1/E501?

Government Response: The intent should be to use the grounding locations indicated on Sheet ES102, which use a 150’ max. spacing instead of the 10’ max. as indicated in the detail.

RFI 16: RFP Sections: Plans (Grounding detail for sliding gate at fence) QUESTION: Per the grounding detail A1 sheet E501 the gate is shown as a swing gate grounded with a jumper, however per sheet G103 callout 2, there are two 25' vehicle access double sliding gates. Please provide a grounding detail for Sliding Chain link Gate.

Government Response: The detail is still valid for the grounding components indicated, with the exception of the grounding jumper to the gate. This jumper shall not be installed for the sliding gate configuration.

RFI 17. RFP Section: Plans (Section 5 Duct bank termination point) QUESTION: On Sheet ES106 Section 5 duct bank shows new duct bank exiting “Panel WH” toward the edge of apron but does not give a tie in point. Please provide the location where duct bank will terminate.

Government Response: The termination points have been clarified on Sheet ES106 in Amendment 3. Conduits are to be routed to the diverter valve pit and the oil water separator.

RFI 18. RFP Section: Plans and Specifications: (Fire Alarm System) QUESTION” Per sheets EP111, EL111 and M101 there does not appear to be any indication for a Fire Alarm System and there are no specifications for a fire alarm system. Please confirm no Fire Alarm system is to be installed in the Utility Building or other locations on this project.

Government Response: As detailed within the Fire Protection / Life Safety Code Analysis found on Sheet G-008, Volume 1, no Fire Alarm or Sprinkler System is required for the Utility Building.

RFI 19: RFP Section Plans (Termination location of fiber cable) QUESTION: In referencing the single line diagram for the 12-Strand Single-Mode Optical Fiber Cable per detail A1 on Sheet EP111 the fiber cable is to be routed via manhole system to building 319. Please provide on the drawings the exact termination locations in building 319.

Government Response: The termination point shall be in an existing rack within Building 319 located near the northeast corner of the building.

RFI 20. RFP Section SF1442 (Box 13 Additional Solicitation Requirements, Page Number 1) Our subcontractors and suppliers have informed us that they will not be able to provide pricing by the 5/14 due to date. In order to provide the Government with the most competitive and comprehensive pricing, we request that the Government consider extending the due date to 5//31.

Government Response: The date of receipt for proposal remains 2:00PM, 14 May 2019.

RFI 21. RFP Section Final Design Drawings Volume 1 (AFLD) paragraph: Reinforcing Steel Area Table page No. C-507.

Please specify which rebar size to be used on each mat. The Reinforcing Area table does not clearly identify what size bar to use for each pavement thickness:

Government Response: See updated table below:

RFI 22. RFP Section: final Design Drawings Volume 1 (AFLD) Set 2A, Paragraph: Trench Drain Detail Page Number C-509 QUESTION: The trench drain detail on C-509 does not seem to be applicable to this plan set. Please clarify that sheet C-510 is the detail to be used on the Apron 3’s trench drain.

Government Response: Both trench drain details are applicable. Detail C1 on sheet C-510 provides the profile of the trench drain, and detail A1 on sheet C-509 provides the cross section.

RFI 23. RFP Section: Final Design Specs volume 1B (AFLD), Paragraph: High Temperature Concrete Specification 32 13 13.43 – 3.1.2.b, Page Number 56 QUESTION: This Specification seems to reference a different project. There is no paving sequence noted on the paving plans and tie bar couplers are not specified. Please confirm that contractor may pave HTC areas per contractor’s approved paving plan. Please clarify if tie bar couplers are to be used or if drill and bond method is allowed.

Government Response: The specific paving sequence referenced in the paragraph and the threaded steel and tie bar couplers are relevant for continuously reinforced HTC.

This project does not include continuously reinforced HTC, so those sentences can be deleted, however a detail paving sequencing plan still needs submitted for approval. This spec section, after these deletions reads as follows:

RFI 24. (Existing utilities supporting building 42) QUESTION: Per sheet C102, Phase 5 encompasses building 42, which is to not be demolished until at least April of 2020. Will existing utilities supporting building 42 including water, power and sewer need to remain in place during the time period building 42 remains occupied?

Government Response: Utilities need to be maintained through the dates occupied which previously was April of 2020, but has been updated to June 2020 per Amendment 1. Building 309 per Amendment 1 will also be occupied until this date. All utilities and access will need to be maintained to these buildings until June of 2020 unless otherwise approved by NAVFAC SW.

RFI 25. (A3/AD054 Building 307) QUESTION: Detail A1/AD002 Site Demo Plan shows Building 301 and 311 as, No Building, Slab Only. Plan sheet AD054 contains details A4 Building 311 and Detail A3 Building 307 both contain the language, No Building, Slab Only. Building 307 foundation does not appear on the site demo plan AD002. Is building 307 foundation removal a part of this project scope? If building 307 foundation is a part of the project, please identify the location.

Government Response:

Drawing indicating Building 301 location is to refer to Building 307. Please assume references to Building 301 are for 307.

RFI 26. RFP Section: (Retaining wall at Wash Rack Perimeter) QUESTION: Detail A1/Plumbing Underfloor Plan on sheet P-102 contains a callout for Sheet Keynote 2 in four locations, Sheet Keynote 2 reads, Refer to utility trench at wash rack retaining wall detail on sheet P-501. A review of the details on P-501 shows detail A4 Utility Trench at Wash Rack Retaining Wall which shows a structural retaining wall. This retaining wall does not appear anywhere on sheet CT109 which instead calls out a 6” concrete curb around the perimeter of the wash rack. If a retaining wall is required around portions of the wash rack perimeter please provide a layout showing extent of the retaining wall and also provide details for the construction of the retaining wall.

Government Response: The retaining wall reference on P-102 and detail A4/P-501 will be removed in an upcoming amendment.

RFI 27. RFP Section (Door types and specifications) QUESTION: The door schedule on sheet A-601 calls for both openings 01A and 02A to be Type F doors. The door schedule calls for Door 01A to be HM (Hollow Metal) and for door 02A to be steel. Please confirm if this is correct or if both doors should be HM type. Also there are no specifications for hollow metal doors and frames. Please provide information on doors and frames or provide specifications.

Government Response:

Both Type F doors are standard steel (HM) doors. Schedule will be revised to state Steel. Specification for steel doors and frames, as well as overhead doors and louvers (08 11 13, 08 33 23, and 08 91 00 ) are being added to project.

RFI 28. RFP Section. (Door Schedule A-601, Hardware set QUESTION: The door schedule on sheet A-601 includes a heading for door hardware, however the column is blank.

Please provide information for the hardware sets for the doors and provide door hardware specifications.

Government Response:

Hardware specification section 08 71 00 is being added to project. Hardware set for F type doors shall include:

3 Hinge (A8111) US26D 1 Exit Device (Type 1, 08/09) 630 1 Cylinder( w/ Lever trim) 626 1 Overhead Stop (C01541) 652 1 Surface Closer (C02021-HD) 626 1 Kick Plate (J102) US32D 1 Threshold (outswing threshold) 1 Head Gasketing (R0Y164) 1 Jamb Gasketing (R0Y164) 1 Rain Guard (R0Y976) 1 Sweep (R0Y416)

RFI 29. On sheets CT-105, CT 106, and CT-109, there are pavement areas for the wash rack and hangar access apron labeled as “Bid Option” and cross hatched as the same according to the Paving Plan Legend. The Offer Schedule in the solicitation does not have a line for this work to be priced as a bid option item. Please confirm whether this work is to be priced as a bid option or included in the Base Offer Item.

Government Response: Hatch called out as “Access Apron (bid option) and wash rack concrete pavement” is the same for both areas because the pavement section is the same.

The wash rack pavement is shown and labeled on sheet CT109. The wash rack pavement is included in the Base Bid and not a part any bid option.

The access apron pavement is shown and labeled as a bid option on sheets CT105 and CT106. The access apron is a part of Bid Option 2 (as shown on the plans). See line type in legend and on CT105 and CT106 for construction limits if Bid Option 2 is not awarded.

RFI 30. Sheet C-507 provides detail/table B5 relative to the required bar reinforcing necessary for the various concrete pavement thicknesses. Can you please have the bar size and spacing clarified by the designers as an interpretation of this table put design risk on the contractor and could lead to possible issues down the road?

Government Response: Yes. See updated table below:

RFI 31. Can you please provide additional detail relative to the scope of Bid Option #2? Option #2 is to recycle all existing Portland cement concrete. Does this option anticipate that the contractor will utilize this recycled material in the work? If so, what work items will the material be allowed to be used in (e.g. proposed cement treated base, proposed Portland cement concrete, etc.)? Also, should all excess recycled material that is not incorporated into the work be left onsite in a stockpile for the government’s future use?

Government Response: See Bid Option notes on G-005 for the recycled concrete bid option (shown as bid option 3 on the plans).

Base bid includes use of all virgin aggregates for use in cement treated base.

Bid option allows for use of the Portland cement concrete that is demolished as a part of this project as aggregate in the cement treated base course, so long as it is crushed and processed to meet aggregate material requirements and testing requirements in the project specifications. Prior to acceptance of recycled material, perform petrographic analysis, LA abrasion, and sulfate resistance testing in accordance with specification 32 11 33 to confirm the existing material is satisfactory.

All excess material not incorporated into the cement treated base must be disposed of offsite.

RFI 32. Hazardous materials survey reports were provided for Buildings 308A/326, 308B, and 308C, please provide hazardous materials survey report for Main Hangar/Building 308.

Government Response: All available hazardous material reports have been provided.

RFI 33. Hazardous materials survey reports were provided for Buildings 310A/373 and 310B/329, please provide hazardous materials survey report for Main Hangar/Building 310.

Government Response: All available hazardous material reports have been provided.

RFI 34. Please provide Universal Waste Report for all buildings to be demolished.

Government Response: All available hazardous material reports have been provided.

RFI 35. Will the Government consider a site walk of the buildings being demolished?

Government Response: The airfield site walk was conducted on 18 April 2019.

RFI 36. RFP Section Plans CT112 through CT121, Paragraph Note 5 Pursuant to Airfield Jointing Plan CT112 through CT121, note 5 indicates “Doweled linestyle for reference only and not representative of dowel locations.” The plans show very detailed joint types per the Jointing Plan Legend.

Please clarify if the joints drawn on Airfield Joint Plan are complete. If not, please clarify through addendum a revised Airfield Jointing Plan.

(Please see attached photos for reference) provided separately

Government Response: There are three rows minimum of doweled joints provided in the areas highlighted in the photos because these joints are adjacent to free edges (Edges of new rigid paving adjacent to non-rigid paving such as AC or bare earth). Where new concrete pavement ties into existing rigid paving, dowels are not required three joints out except if needed for a construction joint.

General Decision Number: CA190001 05/03/2019 CA1

Superseded General Decision Number: CA20180001

State: California

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

County: San Diego 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; RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family homes and apartments up to and including 4 stories)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). 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 01/04/2019 1 02/01/2019 2 02/15/2019 3 02/22/2019 4 05/03/2019

ASBE0005-002 07/01/2018

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 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls)........................... $ 27.92 18.31

ASBE0005-004 07/02/2018

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).... $ 19.93 11.72

BOIL0092-003 03/01/2018

Rates Fringes

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

BRCA0004-008 11/01/2017

Rates Fringes

BRICKLAYER; MARBLE SETTER........$ 37.46 16.69

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

CARP0409-002 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

CARP0409-008 08/01/2010

Rates Fringes

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

CARP0547-001 07/01/2018

Rates Fringes

CARPENTER

(1) Bridge................. $ 42.34 19.17

(2) Commercial Building.... $ 37.11 19.17

(3) Heavy & Highway........ $ 42.21 19.17

(4) Residential Carpenter.. $ 29.69 19.17

(5) Residential Insulation Installer........ $ 18.00 8.16

MILLWRIGHT....................... $ 48.71 19.17

PILEDRIVERMAN.................... $ 42.34 19.17

CARP0547-002 07/01/2017

Rates Fringes

Drywall

(1) Work on wood framed construction of single family residences, apartments or condominiums under four stories Drywall Installer/Lather... $ 22.95 18.85 Drywall Stocker/Scrapper... $ 12.50 12.27

(2) All other work Drywall Installer/Lather... $ 32.00 17.63 Drywall Stocker/Scrapper... $ 12.50 12.27

ELEC0569-001 06/04/2018

Rates Fringes

Electricians (Tunnel Work)

Cable Splicer............... $ 50.81 3%+13.63 Electrician................ .$ 50.06 3%+13.63 Electricians: (All Other Work, Including 4 Stories Residential) Cable Splicer.............. .$ 45.25 3%+13.63 Electrician................. $ 44.50 3%+13.63

ELEC0569-004 06/04/2018

Rates Fringes

ELECTRICIAN (Sound & Communications Sound Technician)..................... .$ 31.75 3%+11.78 SCOPE OF WORK Assembly, installation, operation, service and maintenance of components or systems as used in closed circuit television, amplified master television distribution, CATV on private property, intercommunication, burglar alarm, fire alarm, life support and all security alarms, private and public telephone and related telephone interconnect, public address, paging, audio, language, electronic, background music system less than line voltage or any system acceptable for class two wiring for private, commercial, or industrial use furnished by leased wire, freuency modulation or other recording devices, electrical apparatus by means of which electricity is applied to the amplification, transmission, transference, recording or reproduction of voice, music, sound, impulses and video. Excluded from this Scope of Work - transmission, service and maintenance of background music.

All of the above shall include the installation and transmission over fiber optics.

ELEC0569-005 06/04/2018

Rates Fringes

Sound & Communications Sound Technician........... .$ 31.75 3%+11.78 SCOPE OF WORK Assembly, installation, operation, service and maintenance of components or systems as used in closed circuit television, amplified master television distribution, CATV on private property, intercommunication, burglar alarm, fire alarm, life support and all security alarms, private and public telephone and related telephone interconnect, public address, paging, audio, language, electronic, background music system less than line voltage or any system acceptable for class two wiring for private, commercial, or industrial use furnished by leased wire, frequency modulation or other recording devices, electrical apparatus by means of which electricity is applied to the amplification, transmission, transference, recording or reproduction of voice, music, sound, impulses and video. Excluded from this Scope of Work - transmission, service and maintenance of background music. All of the above shall include the installation and transmission over fiber optics.

SOUND TECHNICIAN: Terminating, operating and performing final check-out

ELEC0569-006 10/01/2018

Work on street lighting; traffic signals; and underground systems and/or established easements outside of buildings

Rates Fringes

Traffic signal, street light and underground work Utility Technician #1....... $ 32.44 8.67 Utility Technician #2....... $ 27.05 8.51

STREET LIGHT & TRAFFIC SIGNAL WORK:

UTILITY TECHNICIAN #1: Installation of street lights and traffic signals, including electrical circuitry, programmable controller, pedestal-mounted electrical meter enclosures and laying of pre-assembled cable in ducts.

The layout of electrical systems and communication installation including proper position of trench depths, and radius at duct banks, location for manholes, street lights and traffic signals.

UTILITY TECHNICIAN #2: Distribution of material at jobsite, installation of underground ducts for electrical, telephone, cable TV land communication systems. The setting, leveling, grounding and racking of precast manholes, handholes and transformer pads.

ELEC0569-008 06/04/2018

Rates Fringes

ELECTRICIAN (Residential, 1-3 Stories)......................... $ 33.38 3%+6.61

ELEC1245-001 01/01/2019

Rates Fringes

LINE CONSTRUCTION

(1) Lineman; Cable splicer. .$ 56.79 17.41

(2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment)...........$ 45.36 16.24

(3) Groundman...............$ 34.68 15.86

(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 01/01/2019

Rates Fringes

ELEVATOR MECHANIC................$ 55.58 34.125

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 ork 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 r 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 bendIng 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 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)

ROUP 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)

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 (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 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…