HomeMy WebLinkAboutCancelled Bid Opening - 2019-11-26 Switzer, Donna
From: Wagner, James
Sent: Monday, November 25, 2019 10:44 AM
To: Switzer, Donna
Cc: Broussard, Todd; Olin, Max; Munoz Morris, Gabriel
Subject: Bid Opening for CC-1605 on Nov. 26, 2019 2:00 PM is Cancelled
Attachments: CC1605 - Addendum Number 3 -Cancelled.pdf
Good Morning Donna,
As we discussed this morning, we have cancelled the bid opening on Nov. 26"for CC-1605, Slater Ave. rehabilitation
(Gothard-Beach). We will include this project in another CC number in the future and the number CC-1605 will be
closed.
Respectfully,
HB James Wagner, PE Public Works Dept.,2000 Main Street, 1st Floor, Huntington Beach, CA 92648 Direct 714-536-5467
1
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER THREE
For
SLATER AVENUE REHABILITATION
(Gothard Street to Beach Blvd.)
CC NO. 1605
in the
CITY OF HUNTINGTON BEACH
November 25, 2019
Notice To All Bidders:
Please note the following clarification to the Project Plans, Specifications, and Special Provisions:
1) NOTICE INVITING SEALED BIDS-PROJECT CANCELLED (TEMPORARILY) LOOK FOR
NEW NOTICE IN JANUARY 2020
(0 pages)
a. Please Cancel the Sealed Bid Opening scheduled for Tuesday, November 26, 2019 at
2:00 PM. No Bids will be accepted.
Reason. The Notice Inviting Sealed Bids for the PROJECT listed above has been
cancelled. The Slater Avenue Rehabilitation (Gothard Street to Beach Blvd) will be re-bid at
a later date. Our current target for re-biding project is January, 2020. We apologize for the
late notice.
This is to acknowledge receipt and review of Addendum Number Three, dated above.
Company Name By
Date
All bidders must acknowledge and include the receipt of this Addendum with your bid proposal.
For Addendum questions, please call James Wagner at(714) 536-5467 within 24 hours of posting.
Page 1 of 1
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER TWO
For
SLATER AVENUE REHABILITATION
(Gothard Street to Beach Blvd.)
CC NO. 1605
in the
CITY OF HUNTINGTON BEACH
November 20, 2019
Notice To All Bidders:
Please note the following clarification to the Project Plans, Specifications, and Special Provisions:
1) SECTION E -Specifications Book Page E-1
(1 page)
a. Remove and replace sheet entitled "SECTION E SPECIAL PROVISIONS" page"E-1°
with sheet entitled "Addendum 2 SECTION E SPECIAL PROVISIONS" page
"Addendum 2 E-1".
Reason. This will replace page E-1 with a new page to indicate due date of DBE forms, if
not submitted with the sealed bid. Since the fifth calendar date after bid opening is a
Sunday, the latest the DBE forms can be submitted is 4:00 PM on Monday December 2,
2019.
This is to acknowledge receipt and review of Addendum Number Two, dated above.
Company Name By
Date
All bidders must acknowledge and include the receipt of this Addendum with your bid proposal.
For Addendum questions, please call James Wagner at(714) 536-5467 within 24 hours of posting.
Page 11 of 1
CC-1605 Addendum 2 SECTION E
SPECIAL PROVISIONS
All the Work to be done under this contract shall be in accordance with these Special Provisions
and the "GREENBOOK" Standard Specifications for Public Works Construction. 2018
edition, as written and promulgated by the Joint Cooperative Committee of the Southern
California Chapter of the American Public Works Association and the Southern California District
of Associated General Contractors of California. Copies of the Standard Specifications are
available from the publisher:
BNi Publications, Inc.
990 Park Center Drive, Suite E 1612 S. Clementine St.
Vista, CA 92081 or Anaheim, CA 92802
760-734-1113 714-517-0971
The Standard Specifications set forth above, referred hereinafter as Standard Specifications, will
control the general provisions, construction materials, and construction methods for this contract
except as amended by the Plans, Special Provisions, or other contract documents.
The section numbers of these Special Provisions coincide with those of the said Standard
Specifications. Only those sections requiring amendment, elaboration, or specifying options, are
called out.
Any reference to the special provisions with regard to Disadvantaged Business Enterprises
(DBE)rules,policies, or regulations shall refer to the Caltrans Local Assistance Manual Exhibit
12-G. dated January 2018 and partially referenced in the next paragraphs. Since the fifth
calendar date after bid opening is a Sunday,the latest the DBE forms can be submitted to
the Agency Project Manager is 4:00 PM on Monday December 2,2019.
a. DBE Commitment Submittal
Submit the Exhibit 15-G Construction Contract DBE Commitment form,included in the Bid book.If the form is not
submitted with the bid,remove the form from the Bid book before submitting your bid. If the DBE Commitment
form is not submitted with the bid,the apparent low bidder,the 2nd low bidder,and the 3rd low bidder must
complete and submit the DBE Commitment form to the Agency.DBE Commitment form must be received by the
Agency no later than 4:00 p.m.on the 5th calendar day after bid opening. Other bidders do not need to submit the
DBE Commitment form unless the Agency requests it.If the Agency requests you to submit a DBE Commitment
form,submit the completed form within 5 calendar days of the request. Submit written confirmation from each DBE
stating that it is participating in the contract.Include confirmation with the DBE Commitment form.A copy of a
DBE's quote will serve as written confirmation that the DBE is participating in the contract.If you do not submit the
DBE Commitment form within the specified time,the Agency will find your bid nonresponsive.
b.Good Faith Efforts Submittal
If you have not met the DBE goal,complete and submit the DBE Information-Good Faith Efforts form(Exhibit B in
Section C of Specification)with the bid showing that you made adequate good faith efforts to meet the goal.Only
good faith efforts directed towards obtaining participation by DBEs will be considered.If good faith efforts
documentation is not submitted with the bid,it must be received by the Agency no later than 4:00 p.m.on the 5th
calendar day after bid opening. If your DBE Commitment form shows that you have met the DBE goal or if you are
required to submit the DBE Commitment form,you must also submit good faith efforts documentation within the
specified time to protect your eligibility for award of the contract in the event the Agency finds that the DBE goal has
not been met.
CC-1605 Addendum 2 E-1
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
SLATER AVENUE REHABILITATION
(Gothard Street to Beach Blvd.)
CC NO. 1605
in the
CITY OF HUNTINGTON BEACH
November 19, 2019
Notice To All Bidders:
Please note the following clarification to the Project Plans, Specifications, and Special Provisions:
1) SECTION C -Specifications Book Pages C-2.16 and C-2.17
(2 pages)
a. Remove and replace sheets entitled "EXHIBIT A DISADVANTAGED BUSINESS
ENTERPRISE (DBE)" and "EXHIBIT B DBE INFORMATION-GOOD FAITH EFFORTS"
pages C-16 and C-17 with sheets entitled "Addendum 1 EXHIBIT A DISADVANTAGED
BUSINESS ENTERPRISE (DBE)" and "Addendum 1 EXHIBIT B DBE INFORMATION-
GOOD FAITH EFFORTS" pages C-16 Addendum 1 and C-17 Addendum 1.
Reason. This will replace pages C-16 and C-2.17 with a new pages to indicate 4% DBE
goal.
2) QUESTION AND ANSWER REGARDING SECTION C—DBE FORMS C-2.16 to C-25
(0 page)
Question: I have looked through the spec book for slater and I can't find in the special
provisions about the turning in the DBE Commitment forms. Can you help with this?
Answer: The DBE requirement of 4% and forms are part of your bid submittal. All DBE
forms for the lowest, second and third lowest bidders must either be submitted with the
sealed bid at time of opening or submitted to the Project Manager within 3 working days
after bid opening to be responsive (due no later than 11/29/19 2:00 PM).
3) APPENDIX K-Specifications Book Appendix K
(5 pages)
a. Remove and replace entire appendix entitled "APPENDIX K FULL DEPTH RECLAMATION
WITH CEMENT SPECIFICATIONS with "Addendum 1 APPENDIX K FULL DEPTH
RECLAMATION WITH CEMENT SPECIFICATIONS."
Reason. This will replace the Slater Avenue Rehabilitation FDR section in Appendix K with the
total depth of 1.51', asphalt depth of 0.34', and CTB depth of 1.17' which matches the plans.
4) APPENDIX S -Specifications Book Appendix S
(40 pages)
b. Remove and replace entire appendix entitled "APPENDIX S PREVAILING WAGE
SCHEDULE (DAVIS-BACON WAGE SCHEDULE)with "Addendum 1 APPENDIX S
PREVAILING WAGE SCHEDULE (DAVIS-BACON WAGE SCHEDULE)."
Reason. This will replace the prevailing wage schedule in Appendix S with the most current
decision dated 11/15/19 and printed 11/19/19.
Page 1 of 2
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
SLATER AVENUE REHABILITATION
(Gothard Street to Beach Blvd.)
CC NO. 1605
in the
CITY OF HUNTINGTON BEACH
November 19, 2019
This is to acknowledge receipt and review of Addendum Number One, dated above.
Company Name By
Date
All bidders must acknowledge and include the receipt of this Addendum with your bid proposal.
For Addendum questions, please call James Wagner at(714) 536-5467 within 24 hours of posting.
Page 2 of 2
Addendum 1 EXHIBIT A
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
This Project is subject to Part 200.321, Title 2, Code of Federal Regulations entitled "Contracting
with Small and Minority Businesses, Women's Business Enterprises, and Labor Surplus Area
Firms." The Regulations in their entirety are incorporated herein by this reference.
It is the policy of the City that disadvantaged business enterprises (DBEs), as defined in
Part 200.321, Title 2 CFR, shall be encouraged to participate in the performance of Contracts
financed in whole or in part with federal funds.The Contractor should ensure that DBEs,as defined
in Part 200.321, Title 2 CFR, have the opportunity to participate in the performance of this
Contract and shall take all necessary and reasonable steps,as set forth in Part 200.321,Title 2 CFR,
for this assurance. The Contractor shall not discriminate on the basis of race,color,national origin,
or sex in the award and performance of subcontracts. Failure to carry out the requirements of this
paragraph shall constitute a breach of Contract and may result in termination of this Contract or
other remedy the City may deem appropriate.
Bidders shall be fully informed respecting the requirements of the Regulations and are urged to
obtain the 41foor art_ ici ation
C-16 Addendum 1
Addendum 1 EXHIBIT B
DBE INFORMATION—GOOD FAITH EFFORTS
Federal-aid Project No. Bid Opening Date
The City of Huntington Beach established a Disadvantaged Business Enterprise (DBE) goal of 4%.
for this Project. The information provided herein shows that a good faith effort was made.
Lowest, second lowest and third lowest bidders shall submit the following information to document
adequate good faith efforts. Bidders should submit the following information even if the "Local
Agency Bidder DBE Commitment" form indicates that the bidder has met the DBE goal. This will
protect the bidder's eligibility for award of the contract if the administering agency determines that
the bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid
opening, or the bidder made a mathematical error.
Submittal of only the "Local Agency Bidder DBE Commitment" form may not provide sufficient
documentation to demonstrate that adequate good faith efforts were made.
The following items are listed in the Section entitled "Submission of DBE Commitment" of the
Special Provisions:
A. The names and dates of each publication in which a request for DBE participation for this
project was placed by the bidder (please attach copies of advertisements or proofs of
publication):
Publications Dates of Advertisement
B. The names and dates of written notices sent to certified DBEs soliciting bids for this Project
and the dates and methods used for following up initial solicitations to determine with
certainty whether the DBEs were interested(please attach copies of solicitations,telephone
records, fax confirmations, etc.):
Names of DBEs Solicited Date of Initial Follow Up Methods
Solicitation and Dates
C. The items of work which the bidder made available to DBE firms including, where
appropriate, any breaking down of the contract work items(including those items normally
C-17 Addendum 1
ADDENDUM 1
APPENDIX K
FULL DEPTH RECLAMATION WITH
CEMENT SPECIFICATIONS
1 of 5 Addendum 1
ADDENDUM 1 APPENDIX K
Slater Avenue Rehabilitation (Gothard Street to Beach Blvd.), CC-1605
FULL DEPTH RECLAMATION WITH CEMENT
1-1 DESCRIPTION.
Work shall consist of pulverizing existing asphalt concrete and base to a total depth of 1.51-feet; regarding
and hauling away excess material to allow for the net placement of 0.34-feet of new asphalt;adding cement
and water to the blended material to a total depth of 1.17-foot; and micro-cracking the completed and
stabilized cement treated base (CTB) surface in accordance with the Project Plans, Special Provisions and
Specifications provided.
This item shall consist of constructing a mixture of pulverized asphalt concrete, base material,
sub-grade soil, cement, and water in accordance with this specification, and in conformity with the lines,
grades, thickness, and typical cross sections shown on the Project Plans. Cement-treated base shall be
constructed in a series of parallel lanes such that longitudinal and transverse joints are minimized.
2-1 MATERIALS.
2-1.1 PORTLAND CEMENT.
Portland cement shall be Type II or Type V conforming to the requirements of Section 201-1.2.1 "Portland
Cement'of the Standard Specifications for Public Works Construction-"Greenbook"2018 Edition.
There are no substitutions for Portland cement.
2-1.2 WATER.
Water used for mixing or curing shall be reasonably clean and free of oil,salt,acid,alkali,sugar,vegetable,
or other substances injurious to the finished product. Water shall conform to the provisions in Section 201-
1.2.3,"Water,"of the Standard Specifications for Public Works Construction.
2-1.3 PULVERIZED MATERIAL.
Existing asphalt concrete surfacing shall be pulverized with underlying base materials and sub-grade soil
to the specified depths and widths in conformance to the Project Plans and Special Provisions.
The asphalt concrete surfacing and underlying base materials shall be pulverized such that 95 percent of
the material will pass a 2-inch sieve. The pulverized materials shall be free of roots,sod,weeds,wood,and
construction debris.
2-1.4 TRAINING AND PROCESS SUBMITTALS.
The Contractor performing the FDR cement shall conduct a Just-In-Time Training(JITT).The training
shall be mandatory and consist of a formal joint training class on the process,required special equipment,
placement and compaction methods,and quality control.Construction operations for FDR cement shall not
begin until the Contractor's and the Engineer's personnel have completed the JITT. The JITT training
class shall be conducted at a location convenient for both the Contractor and the Engineer.The JITT class
shall be completed not more than 21 days prior to the start of the FDR process. The class shall be held
2 of 5 Addendum 1
I
during normal working hours. The Contractor shall provide the JITT instructor.The instructor shall be
experienced in the construction methods, materials, and test methods associated with construction of FDR
cement projects. The Contractor and the Engineer shall mutually agree to the course instructor, course
content, handouts, and training site.
During the process, the Contractor shall furnish the following information to the Engineer on a daily
basis:
1)Certified weight tickets of cement delivered to the project location.
2)A summary of quantity of FDR cement constructed each day.
3-1 CONSTRUCTION METHODS.
3-1.1 GENERAL.
Prior to beginning any cement treatment, the existing sub-grade shall be shaped to conform to the typical
sections, lines, and grades as shown on the Project Plans. The Engineer shall check and verify the
conformance of the material to the lines, grade, and elevation as shown on the plans, prior to beginning
cement treatment.
The Contractor will NOT be allowed to remove any of the existing A.C. pavement, prior to
pulverization with the sub-grade material.
3-1.2 APPLICATION.
Cement shall be applied at a rate of not less than 5 percent based on the in-place dry unit weight of soil and
for the depth of sub-grade treatment shown on the plans. For estimating purposes, an in-place dry unit
weight of soil of 130 pounds per cubic foot(pcf) should be used as a basis for the application rate.
The cement content shall vary no more than 0.5 percent under and not more than 1.0 percent over the
specified cement content (example: tolerance on spread rate of 6.0% is 5.5% to 7.0%). However, the
moving average of the rate of cement content tests/inspections shall not be less than the specified cement
content.
Cement shall be distributed with a non-pressurized mechanical vane-feed spreader equipped with on-board
scales and controls capable of spreading the cement at a prescribed weight per unit area. Cement shall not
be spread upon the prepared material more than 2 hours prior to the mixing operation. No traffic other than
the mixing equipment shall be allowed to pass over the spread cement until the mixing operation is
completed.
3-1.3 MIXING.
Mixing of the material, cement, and water shall be done with a four-wheel drive rotary mixer (CM1 RS-
650, CAT 500 or equivalent). The mixing machine shall have equipment provisions for introducing water
at the time of mixing through a metering device.
The full depth of the treated sub-grade shall be mixed a minimum of two times with the approved mixing
machine. At least one of the two mixes shall be done while introducing water into the material through the
metering device on the mixer. Water shall be added to the sub-grade during mixing to provide a moisture
content not less than 1 percentage point below nor more than two percentage points above (-1 to +2 of
3 of 5 Addendum 1
OMC)the optimum moisture of the soil-cement mixture(ASTM D 1557)to ensure chemical action of the
cement and material.
To ensure a uniformly treated section, any material around manholes, utility risers, valves and adjacent to
curbs/gutters or in corners, must have that material/soil pulled out by the Contractor, at the depth of
treatment,where it is accessible to be mixed with the reagent.After that material is mixed with the reagent,
it will be placed back and compacted by the Contractor.
3-1.4 COMPACTION.
The mixture shall be compacted in one layer. The Contractor shall regulate the sequencing of the cement
treatment operations, such that the final compaction of the material-cement mixture to the specified density
will be completed within 2 1/2 hours after the initial application of water during the mixing operation.
Compaction shall be by means of steel drum,pad foot and/or segmented wheel rollers of sufficient capacity
to compact the full depth.Areas inaccessible to rollers shall be compacted to the required density by other
means satisfactory to the Engineer. The field dry density of the compacted mixture shall be at least 95%
percent of the maximum dry density as determined in accordance with ASTM D 1557. Should the cement
treated sub-grade yield under the weight of the compaction equipment, compaction effort will cease in an
effort not to compromise the section; in this case, the maximum achievable field density will be accepted
or an alternate remedial plan will be proposed by the Engineer.
3-1.5 FINISHING AND CURING.
After the final layer of cement treated sub-grade has been compacted, it shall be brought to the required
lines and grades in accordance with the typical section, and shall be kept moist. The completed section
shall then be finished by rolling with a steel drum or other suitable roller approved by the Engineer.
However,trimming(cuts only)can be completed within 24 hours of mixing.
The completed cement treated sub-grade shall be moist cured or surfaced with a curing seal consisting of
SS or CSS grade asphalt emulsion at a rate of 0.12 to 0.20 gallons per square yard of surface until
completion of micro-cracking. The cement treated sub-grade shall be kept free from heavy traffic during
the curing period or until the asphalt concrete surfacing is placed whichever is less, unless otherwise
directed by the Engineer. After micro-cracking is complete, subsequent courses can be placed over the
section.
3-1.6 MICRO-CRACKING.
After the initial 24 hours of the curing period,the finished course shall be tested to determine the stiffness
of the layer. The stiffness measurement of the section shall be determined using an approved device, such
as the Humboldt Stiffness Gauge(HSG), or equivalent. One test will be made along each 100 ft section of
street. The test location shall be marked with paint for later retesting. If the initial HSG readings are in the
range of 50 to 60(MN/m),then micro-cracking of the section course shall begin. If the readings are below
the stated range,the section course shall be allowed to cure for an additional 24 hours and stiffness readings
obtained at the end of the 24 hour period and prior to the commencement of micro-cracking operations.
Micro-cracking of the cement treated sub-grade shall be completed within 48 to 72 hours of the final
compaction.
Micro-cracking of the section shall be accomplished by a 12 ton steel-wheel vibratory roller,traveling at a
speed of approximately 2 mph and vibrating at maximum amplitude (or as directed by the Engineer). The
4 of 5 Addendum 1
section shall have 100% coverage exclusive of the outside 1 foot so as to induce minute cracks in the
section.The micro-cracking operations may be terminated when a minimum 40%reduction in the stiffness
of the section is achieved as compared to the initial(pre-cracked)readings. After one pass of the vibratory
roller,the stiffness of the section shall be determined.Based on the target total stiffness minimum reduction
of 40%, it will be decided if additional passes are required. Additional passes of the steel roller may be
required to achieve the desired crack pattern or section modulus as determined by the Engineer.The section
shall be tested for stiffness after each additional rolling. It is anticipated that the roller will have to make
between 1 to 4 passes to achieve the required reduction in stiffness.
3-1.7 CONSTRUCTION JOINTS.
Construction joints shall have vertical faces and shall be made in thoroughly compacted material.
Additional mixture shall not be placed against the construction joint until the joint has been approved by
the Engineer. The face of the cut joint shall be lean and free of deleterious material and shall be kept moist
until the placing of the adjacent material-cement.
3-1.8 REPAIR.
If the material-cement is damaged,it shall be repaired by removing and replacing the entire depth of affected
layers in the damaged area. Feathering will not be permitted for repair of low areas.
4-1 MEASUREMENT AND PAYMENT.
The pulverization and cement treatment of the existing pavement shall be paid for at the contract unit price
per cubic yard for"Cement Treated and Pulverized Material:and shall include costs for all pulverizing,and
mixing of the existing pavement and underlying materials; for all water and Portland cement; for all
spreading, compacting and trimming to the proper grade as shown on the Project Plans and as specified;
for all haul away of all excess pulverized material; for all micro cracking, curing,protection and sealing of
the cement treated sub-grade. The Engineer reserves the right to increase the rate of application of
cement from the specified stabilized sub-grade. Additional cement and work required beyond the
specified amount in the Project Plans, Special Provisions and Specifications will be paid per the
additional cement bid item unit price.
5 of 5 Addendum 1
ADDENDUM 1
APPENDIX S
PREVAILING WAGE SCHEDULE
( DAVIS - BACON WAGE SCHEDULE )
INSTRUCTIONS:
Link: https://www.wdol.gov/dba.aspx
1. Click on this website link
2. Click on "Search Wage Determinations"
3. For wage determination type, choose "Davis-Bacon Act"
4. In scroll down menu for State, choose "California"
5. In scroll down menu for County, choose "Orange"
6. In scroll down menu for DBA Construction type, choose "Highway"
7. Search results should come up with the most current Davis-Bacon wage
determination (WD). Click on this wage determination document and print as a
PDF
I
11/19/2019 beta.SAM.gov
Addendum 1
"General Decision Number: CA20190024 11/15/2019
Superseded General Decision Number: CA20180035
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and
Highway
County: Orange 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 $10.60 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 $10.60 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2019. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
hfps://beta.sam.gov/wage-determination/CA20190024/6/document 1/39
11/19/2019 beta.SAM.gov
Davis-Bacon Related Acts, including those set forth at 29 CFR Addendum 1
5.1(a)(2)-(60). Additional information on contractor
requirements and worker protections under the ED is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/04/2019
1 02/01/2019
2 02/15/2019
3 05/03/2019
4 07/26/2019
5 11/08/2019
6 11/15/2019
* ASBE0005-002 07/01/2019
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 43.77 22.48
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 07/01/2019
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
https://beta.sam.govtwage-determination/CA20190024/6/document 2/39
11/19/2019 beta.SAM.gov
scrapping, vacuuming, bagging Addendum 1
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 20.63 12.17
----------------------------------------------------------------
* BRCA0004-010 05/01/2018
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 39.98 14.90
*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 07/01/2018
Rates Fringes
CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
https://beta.sam.govtwage-determination/CA20190024/6/document 3/39
11/19/2019 beta.SAM.gov
Installer, Hardwood Floor Addendum 1
Worker and acoustical
installer...................$ 41.84 19.17
(2) Millwright..............$ 42.91 19.17
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)................$ 42.54 19.17
(4) Pneumatic Nailer,
Power Stapler...............$ 40.09 19.17
(5) Sawfiler...............$ 39.83 19.17
(6) Scaffold Builder.......$ 31.60 19.17
(7) Table Power Saw
Operator....................$ 40.93 19.17
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 i
piledrivers): $0.13 per hour additional. j
----------------------------------------------------------------
CARP0409-005 07/01/2015
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 37.35 11.08
I
STOCKER/SCRAPPER............$ 10.00 7.17
----------------------------------------------------------------
CARP0409-008 08/01/2010
Rates Fringes
Modular Furniture Installer......$ 17.00 7.41
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ELEC0011-002 12/31/2018
hfps://beta.sam.gov/wage-determination/CA20190024/6/document 4/39
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Addendum 1
COMMUNICATIONS AND SYSTEMS WORK
Rates Fringes
Communications System
Installer......... ........$ 36.07 3%+14.43
Technician..................$ 33.30 36+27.82
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 alarm (see last paragraph below) 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. Fire alarm work shall be performed at the current
inside wireman total cost package.
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ELEC0441-001 02/25/2019
Rates Fringes
CABLE SPLICER....................$ 46.20 20.58
ELECTRICIAN......................$ 44.17 20.52
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* ELECO441-003 12/31/2018
hfps://beta.sam.gov/wage-determination/CA20190024/6/document 5139
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Addendum 1
COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent
Transportation Systems or CCTV highway systems)
Rates Fringes
Communications System
Installer...................$ 35.12 13.77
Technician..................$ 31.23 15.39
SCOPE OF WORK The work covered shall include the
installation, testing, service and maintenance, of the
following systems that utilize the transmission and/or
transference of voice, sound, vision and digital for
commercial, education, security and entertainment purposes
for TV monitoring and surveillance, background foreground
music, intercom and telephone interconnect, inventory
control systems, microwave transmission, multi-media,
multiplex, nurse call system, radio page, school intercom
and sound, burglar alarms and low voltage master clock
systems.
A. Communication systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems SCADA (Supervisory control/data acquisition
PCM (Pulse code modulation) Inventory control systems
Digital data systems Broadband & baseband and carriers
Point of sale systems VSAT data systems Data communication
systems RF and remote control systems Fiber optic data
systems
B. Sound and Voice Transmission/Transference Systems
Background-Foreground Music Intercom and Telephone
Interconnect Systems Sound and Musical Entertainment
Systems Nurse Call Systems Radio Page Systems School
Intercom and Sound Systems Burglar Alarm Systems
Low-Voltage Master Clock Systems Multi-Media/Multiplex
Systems Telephone Systems RF Systems and Antennas and Wave
Guide
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C. *Fire Alarm Systems-installation, wire pulling and Addendum 1
testing.
D. Television and Video Systems Television Monitoring and
Surveillance Systems Video Security Systems Video
Entertainment Systems Video Educational Systems CATV and
CCTV
E. Security Systems, Perimeter Security Systems, Vibration
Sensor Systems
Sonar/Infrared Monitoring Equipment, Access Control Systems,
Card Access Systems
*Fire Alarm Systems
1. Fire Alarms-In Raceways: Wire and cable pulling in
raceways performed at the current electrician wage rate and
fringe benefits.
2. Fire Alarms-Open Wire Systems: installed by the Technician.
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ELEC0441-004 02/25/2019
Rates Fringes
ELECTRICIAN (TRANSPORTATION
SYSTEMS, TRAFFIC SIGNALS &
STREET LIGHTING)
Cable Splicer/Fiber Optic
Splicer.....................$ 46.20 20.58
Electrician.................$ 44.17 20.52
Technician..................$ 31.76 16.75
SCOPE OF WORK: Electrical work on public streets, freeways,
toll-ways, etc, above or below ground. All work necessary
for the installation, renovation, repair or removal of
Intelligent Transportation Systems, Video Surveilance
Systems (CCTV), Street Lighting and and Traffic Signal work
or systems whether underground or on bridges. Includes
dusk to dawn lighting installations and ramps for access to
or egress from freeways, toll-ways, etc.
Intelligent Transportation Systems shall include all systems
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and components to control, monitor, and communicate with Addendum 1
pedestrian or vehicular traffic, included but not limited
to: installation, modification, removal of all Fiber optic
Video System, Fiber Optic Data Systems, Direct interconnect
and Communications Systems, Microwave Data and Video
Systems, Infrared and Sonic Detection Systems, Solar Power
Systems, Highway Advisory Radio Systems, highway Weight and
Motion Systems, etc.
Any and all work required to install and maintain any
specialized or newly developed systems. All cutting,
fitting and bandaging of ducts, raceways, and conduits.
The cleaning, rodding and installation of ""fish and pull
wires"". The excavation, setting, leveling and grouting of
precast manholes, vaults, and pull boxes including ground
rods or grounding systems, rock necessary for leveling and
drainagae as well as pouring of a concrete envelope if
needed.
JOURNEYMAN TRANSPORTATION ELECTRICIAN shall perform all tasks
necessary toinstall the complete transportation system.
JOURNEYMAN TECHNICIAN duties shall consist of: Distribution
of material at job site, manual excavation and backfill,
installation of system conduits and raceways for
electrical, telephone, cable television and comnmunication
systems. .Pulling, terminating and splicing of traffic
signal and street lighting conductors and electrical
i
systems including interconnect, dector loop, fiber optic
cable and video/data.
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ELEC1245-001 01/01/2019
Rates Fringes
i
LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 56.79 17.41
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
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and below), overhead & Addendum 1
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
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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.
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ENGIO012-003 07/01/2018
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1....................$ 4S.30 25.25
GROUP 2....................$ 46.08 25.25
GROUP 3....................$ 46.37 25.25
GROUP 4....................$ 47.86 25.25
GROUP S....................$ 48.96 25.2S
GROUP 6....................$ 48.08 25.25
GROUP 8....................$ 48.19 25.25
GROUP 9....................$ 49.29 25.25
GROUP 10....................$ 48.31 25.2S
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GROUP 11....................$ 49.41 25.25 Addendum 1
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
I
GROUP 7....................$ 48.81 25.25
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PREMIUM PAY: Addendum 1
$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; PIU
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
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(asphalt or concrete); Chip spreading machine operator; Addendum 1
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
I
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,
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up to 100 h.p. flywheel and similar types, up to and Addendum 1
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);
Pumperete 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
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engine); Tractor operator (boom attachments), Traveling Addendum 1
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
i
type over 6-1/2 yds.); Woods mixer operator (and similar i
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
I
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
I
traveler operator; Motor patrol operator (multi-engine);
Pipe mobile machine operator; Rubber-tired earth- moving
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equipment operator (multiple engine, Euclid, Caterpillar Addendum 1
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);
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Rubber-tired earth-moving equipment operator, operating in Addendum 1
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,
I
operating equipment with the tandem push-pull system
I
(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
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(single engine, over 50 yds. struck); Rubber-tired Addendum 1
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
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operator (up to and including 25 ton capacity); Hoist Addendum 1
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
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Addendum 1
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); Pumperete 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
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the SW corner of the northwest quarter of Section 6, T27S, Addendum 1
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, MOM. 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, MOM. 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, MOM. 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, MOM. Continue W to the NW corner of T31S, R31E,
MOM. Continue S to the SW corner of T32S, R31E, MOM. Continue
W to SW corner of SE quarter of Section 34, T32S, R30E, MOM.
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 NW
corner of T9S, R9E, SBM. Continue S along the boundary between
Imperial and San Diego Counties, along the west edge of R9E,
SBM to the south boundary of Imperial County/California state
line. Follow the California state line west to Arizona state
line, then north to Nevada state line, then continuing NW back
to start at the point which is the NW corner of Section 1,
T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO,
KERN, SANTA BARBARA & VENTURA as defined below:
That area within the following Boundary: Begin approximately 5
miles north of the community of Cholame, on the Monterey County
and San Luis Obispo County boundary at the NW corner of T25S,
R16E, Mt. Diablo Meridian. Continue south along the west side
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of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW Addendum 1
corner of T30S, R17E, MDM. Continue S to SW corner of T31S,
R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.
Continue S along West side of R18E, MDM as it crosses into San
Bernardino Meridian numbering area and becomes R30W. Follow
the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.
Continue E along the south edge of T9N, SBM to the Santa
Barbara County and Ventura County boundary at that point whch
is the SW corner of Section 34.T9N, R24W, SBM, continue S along
the Ventura County line to that point which is the SW corner of
the SE quarter of Section 32, T7N, R24W, SBM. Continue E
along the south edge of T7N, SBM to the SE corner to T7N, R21W,
SBM. Continue N along East side of R21W, SBM to Ventura County
and Kern County boundary at the NE corner of T8N, R21W.
Continue W along the Ventura County and Kern County boundary to
the SE corner of T9N, R21W. Continue North along the East edge
of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue
West along the north edge of T12N, SBM to the SE corner of
T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM
and T32S MDM]. Continue North along the East side of R21E, MDM
to the Kings County and Kern County border at the NE corner of
T25S, R21E, MDM, continue West along the Kings County and Kern
County Boundary until the intersection of San Luis Obispo
County. Continue west along the Kings County and San Luis
Obispo County boundary until the intersection with Monterey
County. Continue West along the Monterey County and San Luis
Obispo County boundary to the beginning point at the NW corner
of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the .
Northern portion of SAN BERNARDINO County as defined below:
That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the
California state line at the point which is the center of
Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then
SE along the entire western boundary of Mono County, until it
reaches Inyo County at the point which is the NE corner of the
Western half of the NW quarter of Section 2, T8S, R29E, MDM.
Continue SSE along the entire western boundary of Inyo County,
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until the intersection with Kern County at the point which is
Addendum 1
the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.
Continue E along the Inyo and Kern County boundary until the
intersection with San Bernardino County at that point which is
the SE corner of section 34, T24S, R40E, MDM. Continue E along
the Inyo and San Bernardino County boundary until the point
which is the NE corner of the Western half of the NW quarter of
Section 6, T25S, R42E, MDM. Continue S to that point which is
the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.
Continue E in a straight line to the California and Nevada
state border at the point which is the NW corner of Section 1,
T17N, R14E, San Bernardino Meridian. Then continue NW along
the state line to the starting point, which is the center of
Section 18, T10N, R22E, MDM.
REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
----------------------------------------------------------------
ENGIO012-004 08/01/2015
Rates Fringes
i
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman................$ 49.50 23.60
(2) Dredge dozer............$ 43.53 23.60
(3) Deckmate................$ 43.42 23.60
(4) Winch operator (stern
winch on dredge)............$ 42.87 23.60
(5) Fireman-Oiler,
Deckhand, Bargeman,
i
Leveehand...................$ 42.33 23.60
(6) Barge Mate..............$ 42.94 23.60
----------------------------------------------------------------
IRON0377-002 01/01/2019
Rates Fringes
Ironworkers:
Fence Erector...............$ 32.58 23.41
i
I
https://beta.sam.gov/wage-determination/CA20190024/6/document 22/39
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Ornamental, Reinforcing Addendum 1
and Structural..............$ 39.00 32.05
PREMIUM PAY:
$6.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval
Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training
Center-Goldstone, San Clemente Island, San Nicholas Island,
Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine
Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB
$4.00 additional per hour at the following locations:
Army Defense Language Institute - Monterey, Fallon Air Base,
Naval Post Graduate School - Monterey, Yermo Marine Corps
Logistics Center
$2.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock
----------------------------------------------------------------
LAB00300-005 01/01/2018
Rates Fringes
Asbestos Removal Laborer.........$ 33.19 17.78
SCOPE OF WORK: Includes site mobilization, initial site
cleanup, site preparation, removal of asbestos-containing
material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste
by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of
decontamination stations.
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11/19/2019 beta.SAM.gov
LAB00345-001 07/01/2018 Addendum 1
Rates Fringes
LABORER (GUNITE)
GROUP 1.....................$ 42.18 18.27
GROUP 2.....................$ 41.23 18.27
GROUP 3.....................$ 37.69 18.27
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable
classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour
above the foregoing applicable classification rates, paid
on a portal-to-portal basis. Any work performed on, in or
above any smoke stack, silo, storage elevator or similar
type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in
whole or in part more than 75'-0"" above base level, that
work performed above the 75'-0"" level shall be compensated
for at 35 cents per hour above the applicable
classification wage rate.
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
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LAB00652-001 07/01/2018
Rates Fringes
LABORER (TUNNEL)
GROUP I.....................$ 40.19 19.07
GROUP 2.....................$ 40.51 19.07
GROUP 3.....................$ 40.97 19.07
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GROUP 4.....................$ 41.66 19.07 Addendum 1
LABORER
GROUP I.....................$ 34.24 19.07
GROUP 2.....................$ 34.79 19.07
GROUP 3.....................$ 35.34 19.07
GROUP 4.....................$ 36.89 19.07
GROUP 5.....................$ 37.24 19.07
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike-off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material
loader; Laborer, general or construction; Laborer, general
clean-up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete; Railroad maintenance,
repair track person and road beds; Streetcar and railroad
construction track laborers; Rigging and signaling; Scaler;
Slip form raiser; Tar and mortar; Tool crib or tool house
laborer; Traffic control by any method; Window cleaner;
Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger
mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete,
the handling of the chute from readymix trucks, such as
walls, slabs, decks, floors, foundation, footings, curbs,
gutters and sidewalks; Concrete curer, impervious membrane
and form oiler; Cutting torch operator (demolition); Fine
grader, highways and street paving, airport, runways and
similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod
steel and pans; Membrane vapor barrier installer; Power
broom sweeper (small); Riprap stonepaver, placing stone or
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wet sacked concrete; Roto scraper and tiller; Sandblaster Addendum 1
(pot tender); Septic tank digger and installer(lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or
longer; Dri-pak-it machine; Gas, oil and/or water pipeline
wrapper, 6-in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi-plate; Kettle person,
pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and
similar mechanical tools not separately classified herein;
Pipelayer's backup person, coating, grouting, making of
joints, sealing, caulking, diapering and including rubber
gasket joints, pointing and any and all other services;
Rock slinger; Rotary scarifier or multiple head concrete
chipping scarifier; Steel headerboard and guideline setter;
Tamper, Barko, Wacker and similar type; Trenching machine,
hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump
person, and asphalt spreader boxes (all types); Concrete
core cutter (walls, floors or ceilings), grinder or sander;
Concrete saw person, cutting walls or flat work, scoring
old or new concrete; Cribber, shorer, lagging, sheeting and
trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person;
Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer
performing all services in the laying and installation of
pipe from the point of receiving pipe in the ditch until
completion of operation, including any and all forms of
tubular material, whether pipe, metallic or non-metallic,
conduit and any other stationary type of tubular device
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used for the conveying of any substance or element, whether Addendum 1
water, sewage, solid gas, air, or other product whatsoever
and without regard to the nature of material from which the
tubular material is fabricated; No-joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP S: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
other types of mechanical drills without regard to the form
of motive power; Toxic waste removal
TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and
switch person on tunnel work); Tunnel materials handling
person; Nipper; Pot tender, using mastic or other materials
(for example, but not by way of limitation, shotcrete, etc.)
GROUP 2: Chucktender, cabletender; Loading and unloading
agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person;
Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet
person; Cherry picker person; Grout gun person; Grout mixer
person; Grout pump person; Jackleg miner; Jumbo person;
Kemper and other pneumatic concrete placer operator; Miner,
tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer
house); Primer person; Sandblaster; Shotcrete person; Steel
form raiser and setter; Timber person, retimber person,
wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work
----------------------------------------------------------------
https://beta.sam.gov/wage-determination/CA20190024/6/document 27/39
11/19/2019 beta.SAM.gov
LAB00652-003 07/01/2018 Addendum 1
Rates Fringes
Brick Tender.....................$ 32.26 18.40
----------------------------------------------------------------
LAB01184-001 07/01/2019
Rates Fringes
Laborers: (HORIZONTAL
DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 36.70 15.05
(2) Vehicle Operator/Hauler.$ 36.87 15.05
(3) Horizontal Directional
Drill Operator..............$ 38.72 15.05
(4) Electronic Tracking
Locator.....................$ 40.72 15.05
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 37.91 18.06
GROUP 2.....................$ 39.21 18.06
GROUP 3.....................$ 41.22 18.06
GROUP 4.....................$ 42.96 18.06
LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including
repair and filling of cracks by any method on any surface
in parking lots, game courts and playgrounds; carstops;
operation of all related machinery and equipment; equipment
repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender -
removal of all traffic lines and markings by any method
(sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all
I
related machinery and equipment
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GROUP 3: Traffic delineating device applicator: Layout and Addendum 1
application of pavement markers, delineating signs, rumble
and traffic bars, adhesives, guide markers, other traffic
delineating devices including traffic control. This
category includes all traffic related surface preparation
(sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system
installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and
equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes
and markings; hot thermo plastic; tape traffic stripes and
markings, including traffic control; operation of all
related machinery and equipment
----------------------------------------------------------------
LABO1414-001 08/07/2019
Rates Fringes
LABORER
PLASTER CLEAN-UP LABORER....$ 34.82 20.02
PLASTER TENDER..............$ 37.37 20.02
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
PAIN0036-001 07/01/2018
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County)...............$ 27.59 14.92
(2) All Other Work..........$ 31.12 15.04
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
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commercial recreational facilities, hotels which operate Addendum 1
commercial establishments as part of hotel service, and
sports facilities.
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PAIN0036-008 10/01/2018
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 40.18 19.22
----------------------------------------------------------------
PAIN0036-015 06/01/2018
Rates Fringes
GLAZIER..........................$ 42.20 25.50
FOOTNOTE: Additional $1.25 per hour for work in a condor,
from the third (3rd) floor and up Additional $1.25 per
i
hour for work on the outside of the building from a swing
stage or any suspended contrivance, from the ground up
----------------------------------------------------------------
PAIN1247-002 01/01/2019
Rates Fringes
SOFT FLOOR LAYER.................$ 35.35 14.56
----------------------------------------------------------------
PLAS0200-009 08/01/2018
Rates Fringes
PLASTERER........................$ 36.86 18.00
----------------------------------------------------------- ----
PLAS0500-002 07/01/2019
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 37.00 25.53
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PLUM0016-001 09/01/2018 Addendum 1
Rates Fringes
PLUMBER/PIPEFITTER
Plumber and Pipefitter
All other work except
work on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft.
of floor space and work
on strip malls, light
commercial, tenant
improvement and remodel
work.......................$ 50.13 22.16
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space.................$ 48.58 21.18
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work........................$ 37.10 19.51
----------------------------------------------------------------
* PLUM0345-001 09/01/2019
Rates Fringes
PLUMBER
Landscape/Irrigation Fitter.$ 34.40 23.05
Sewer & Storm Drain Work....$ 34.40 23.05
----------------------------------------------------------------
ROOF0036-002 08/01/2019
Rates Fringes
ROOFER...........................$ 39.52 17.47
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Addendum 1
FOOTNOTE: Pitch premium: Work on which employees are exposed
to pitch fumes or required to handle pitch, pitch base or
pitch impregnated products, or any material containing coal
tar pitch, the entire roofing crew shall receive $1.75 per
hour ""pitch premium"" pay.
----------------------------------------------------------------
SFCA0669-008 04/01/2018
DOES NOT INCLUDE SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA,
AND THAT PART OF ORANGE COUNTY WITHIN 25 MILES OF THE CITY
LIMITS OF LOS ANGELES:
Rates Fringes
SPRINKLER FITTER.................$ 38.85 21.87
----------------------------------------------------------------
SFCA0709-003 01/01/2018
SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF
ORANGE COUNTY WITHIN 25 MILES BEYOND THE CITY LIMITS OF LOS
ANGELES:
Rates Fringes
SPRINKLER FITTER (Fire)..........$ 42.26 25.92
----------------------------------------------------------------
SHEE0105-003 01/01/2019
LOS ANGELES (South of a straight line drawn between Gorman and
Big Pines)and Catalina Island, INYO, KERN (Northeast part, East
of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES
Rates Fringes
SHEET METAL WORKER
(1) Commercial - New
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Construction and Remodel Addendum 1
work........................$ 44.28 28.46
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort...$ 44.28 28.46
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TEAM0011-002 07/01/2018
Rates Fringes
TRUCK DRIVER
GROUP 1....................$ 30.59 28.S9
GROUP 2....................$ 30.74 28.59
GROUP 3....................$ 30.87 28.59
GROUP 4....................$ 31.06 28.59
GROUP S....................$ 31.09 28.S9
GROUP 6....................$ 31.12 28.S9
GROUP 7....................$ 31.37 28.59
GROUP 8....................$ 31.62 28.59
GROUP 9....................$ 31.82 28.59
GROUP 10....................$ 32.12 28.59
GROUP 11....................$ 32.62 28.S9
GROUP 12....................$ 33.05 28.S9
WORK ON ALL MILITARY BASES:
PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB,
E1 Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training
Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]
TRUCK DRIVERS CLASSIFICATIONS
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Addendum 1
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2
axles; Traffic control pilot car excluding moving heavy
equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3
axles; Boot person; Cement mason distribution truck; Fuel
truck driver; Water truck - 2 axle; Dump truck, less than
16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumperete
truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire
person ($0.50 additional for tire person); Pipeline and
utility working truck driver, including winch truck and
plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck,
6-1/2 yds. water level and over; Vehicle or combination of
vehicles - 4 or more axles; Oil spreader truck; Dump truck,
16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver;
Ross carrier driver
GROUP 8: Dump truck, 25 yds, to 49 yds. water level; Truck
repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles
or over
GROUP 10: Dump truck - 50 yds. or more water level; Water
pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine
with attachments; Winch truck driver - $1.25 additional
when operating winch or similar special attachments
https://beta.sam.gov/wage-determination/CA20190024/6/document 34139
11/19/2019 beta.SAM.gov
Addendum 1
GROUP 12: Boom Truck 17K and above
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----------------------------------------------------------------
Note: Executive Order (ED) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after 7anuary 1, 2017. If this
contract is covered by the ED, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the ED
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
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order of ""identifiers"" that indicate whether the particular Addendum 1
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAW"' denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is 3uly 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
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Addendum 1
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
https://beta.sam.gov/wage-determination/CA20190024/6/document 37/39
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contact is not satisfactory, then the process described in 2.) Addendum 1
and 3.)' should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
i
Washington, DC 20210
I
4.) All decisions by the Administrative Review Board are final.
----------------------------------------------------------------
----------------------------------------------------------------
https://beta.sam.gov/wage-determination/CA20190024/6/document 38/39
I
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END OF GENERAL DECISION" Addendum 1
hops://beta.sam.gov/wage-determination/CA20190024/6/document 39/39
,!�7 n-ma/; /0/30//'7
/V/4/ /q
//�2
NOTICE INVITING SEALED BIDS
for the construction of
SLATER AVENUE REHABILITATION
from
UNION PACIFIC RAILROAD TO BEACH BOULEVARD
CC No. 1605
in the
CITY OF HUNTINGTON BEACH
PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as
AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office
of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the
hour of 2:00 PM on NOVEMBER 26, 2019. Bids will be publicly opened in the Council
Chambers unless otherwise posted.
On Tuesday, November 12, 2019, Copies of the Plans, Specifications, and contract documents
shall be available from the Office of the Director of Public Works, 2000 Main Street, Huntington
Beach, CA 92648, upon payment of a $37.00 nonrefundable fee if picked up, or payment of a
$57.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for
special delivery). On Friday, November 8, 2019, Plans, Specifications, and contract documents
can be downloaded free on AGENCY website at:
http://www.huntingtonbeachca.gov/p,overmnent/departments/oublic works/Bids/
Open website, then click on"Current Advertised Projects"tab.
This is a Davis-Bacon project and the Federal Regulations will be enforced. Any contract entered
into pursuant to this notice will incorporate the provisions of the Federal Labor Standards, which
are on file at the office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA
92648.
The AGENCY will deduct 5% retention from all progress payments. The Contractor may
substitute an escrow holder surety of equal value to the retention in accordance with the provisions
of the Public Contract Code,Section 10263. The Contractor shall be beneficial owner of the surety
and shall receive any interest thereon.
The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded
full opportunity to submit bids in response to this notice and will not be discriminated against on
the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to
the award of contract.
No bid shall be considered unless it is prepared on the approved Proposal forms in conformance
with the Instructions to Bidders as determined by the AGENCY. The bid must be accompanied by
a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount
no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with
provisions of the Business and Professions Code and shall possess a State Contractor's License
Class A at the time of the award.
The successful Contractor and his subcontractors will be required to possess business licenses from
the AGENCY. All extension of unit prices will be subject to verification by the AGENCY. In
case of a variation between the unit price and the extension, the unit price will govern.
Project Description: The project consists primarily of cold milling of the existing pavement,deep
lift removal and full depth reclamation (FDR) of failed roadway sections, asphalt base paving,
rubberized asphalt concrete (RAC) surface course paving, limited removal and installation of
concrete curb and gutter, concrete sidewalk, curb access ramps, cross gutters, landscaping,
adjusting manholes, monuments and valves to grade, and installing traffic loops with striping and
signage. The Project is Slater Avenue from Union Pacific Railroad to Beach Blvd. The Additive
Bid Item#1 is Slater Avenue from Gothard Street to the Union Pacific Railroad. If Additive Bid
Item #1 is awarded with the Project, work can occur on both awarded segments simultaneously.
The contract shall allow the Contractor 60 working days to complete the primary Project contract.
In addition, if Additive Bid Item #1 is awarded, the Contractor shall be allowed a total of 75
working days to complete the entire contract.
The Project Disadvantage Business Enterprises (DBE) goal is 4.0%
Based on assumed construction methods and the Locations of 24 Hour Access detailed in the
Specifications, Appendix U, the AGENCY requires Traffic Control to include all short term
closures of individual driveways, cross-gutters, and portions of street intersections and other work
as necessary to construct the"0.71' AC Base Course",shall occur on a Sunday to minimize impacts
to local businesses and residents. It shall also be expected that all final paving of the"0.17' ARHM
Overlay" will be performed on a Sunday. Sunday working hours will be restricted to 8 am to 4
pm with a total number of two (2) Sunday work days and shall be included in the total bid.
Additional considerations are construction of concrete driveways and cross gutters which shall be
constructed one half at a time to allow for unrestricted access at all times. If the Additive Bid Item
#1 is awarded,then the primary Project Traffic Control conditions shall also apply to the Additive
Bid Item#1 Traffic Control conditions.
Contractor shall identify the depths of utilities prior to starting work and shall notify the AGENCY
of these depths in the construction area prior to starting work.
The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all
bids under advisement for a maximum period of 60 days.
BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA,
the 3rd day of June 2019,by Resolution No. 2019-28.
Attest:
/s/Robin Estanislau
CITY CLERK OF THE CITY OF HUNUNGTON BEACH
Switzer, Donna
From: Wagner, James
Sent: Wednesday, October 30, 2019 3:54 PM
To: Switzer, Donna; Switzer, Donna
Cc: Broussard, Todd; Fuentes, Joe; Estanislau, Robin; Esparza, Patty; Olin, Max
Subject: ADVERTISEMENT OF CC NO. 1605 SLATER AVENUE REHABILITATION
Attachments: CC-1605 NISB.docx; CC-1605 NISB.pdf
Hi Donna,
Per Resolution 2019-28 (adopted on 6/3/19), the City Council authorized the advertisement of the above listed arterial rehabilitation
project. Please find the attached Notice Inviting Sealed Bids for advertisement on 11/07/19, 11/14/19, and 11/21/19. The bid opening is
scheduled for November 26th at 2:00 PM in the City Council Chambers.
If you have any questions regarding the enclosed attachment, feel free to contact me at'wagner(absurfcity-hb.orq or(714) 536-5467.
Respectfully,
H B James Wagner, PE Public Works Dept., 2000 Main Street, 1st Floor, Huntington Beach,CA 92648 Direct 714-536-5467
1
Switzer, Donna
From: David Ward <daward@scng.com>
Sent: Thursday, October 31, 2019 4:18 PM
To: Switzer, Donna
Cc: Wagner,James; Broussard, Todd; Fuentes, Joe; Estanislau, Robin; Esparza, Patty; Olin,
Max
Subject: Re:CC-1605 NISB
Attachments: City of HB CC 1605 NISB Proof 11331387.pdf
Good afternoon Donna.
Your notice is all set and ready to go.
Ad#11331387
Run Dates 11/7, I 1/14 & I 1/21
Cost $1368
PROOF (attached as PDF too large for a screen shot)
David Ward
Legal Advertising Rep
2190 S. Towne Centre PI.
Anaheim, CA 92806
714-796-6764
daward@scng.com
PLEASE NOTE THE E-MAIL ADDRESS HAS CHANGED
SOUTHEnn
CALIFnnnIA
NEWS GROUP
On Wed, Oct 30, 2019 at 4:11 PM Switzer, Donna<Donna.SwitzerAsurfcity-hb.org>wrote:
Hi David,
Please publish the attached NSIB for CC-1605 on 11/07/19, 11/14/19, and 11/21/19.
Thank you!
i
D&n* t/SwW,;er
Deputy City Clerk
City of Huntington Beach
2000 Main Street
Huntington Beach, CA 92648
(714)3 74-1649
Donna.Switzer a,surfcity-hb.org
2
NOTICE INVITING SEALED BIDS
for the construction of
SLATER AVENUE REHABILITATION
from
UNION PACIFIC RAILROAD TO BEACH BOULEVARD
CC No.1605
in the
CITY OF HUNTINGTON BEACH
PUBLIC NOTICE IS HEREBY GIVEN thatthe CITY OF HUNTINGTON BEACH,as
AGENCY,invites sealed bids for the above stated projects and will receive such bids in the
office of the City Clerk,Second Floor,2000 Main Street,Huntington Beach,California 92648,
up to the hour of 2:00 PM on NOVEMBER 26, 2019. Bids will be publicly opened in the
Council Chambers unless otherwise posted.
On Tuesday,November 12,2019,Copies of the Plans,Specifications,and contract documents
shall be available from the Office of the Director of Public Works,2000 Main Street,Hunting-
ton Beach,CA 92648,upon payment of a$37.00 nonrefundable fee if picked up,or payment of
a$57.00 nonrefundable fee if sent by UPS ground delivery(bidder shall pay additional costs
for special delivery).On Friday,November 8,2019,Plans,Specifications,and contract docu-
ments can be downloaded free on AGENCY website at:
http•//www huntmgtonbeachca gov/government/departments/public works/Bids/
Open website,then click on"Current Advertised Projects"tab.
This is a Davis-Bacon project and the Federal Regulations will be enforced. Any contract en-
tered into pursuant to this notice will incorporate the provisions of the Federal Labor Stand-
ards,which are on file at the office of the Director of Public Works,2000 Main Street,Hun-
tington Beach,CA 92648.
The AGENCY will deduct 5%retention from all progress payments. The Contractor may
substitute an escrow holder surety of equal value to the retention in accordance with the pro-
visions of the Public Contract Code,Section 10263. The Contractor shall be beneficial owner
of the surety and shall receive any interest thereon.
The AGENCY hereby affirmatively ensures that minority business enterprises will be afford-
ed full opportunity to submit bids in response to this notice and will not be discriminated
against on the basis of race,color,national origin,ancestry,sex,or religion in any considera-
tion leading to the award of contract.
No bid shall be considered unless it is prepared on the approved Proposal forms in conform-
ance with the Instructions to Bidders as determined by the AGENCY.The bid must be ac-
companied by a certified check,cashier's check,or bidder's bond made payable to the AGEN-
CY for an amount no less than 10%of the amount bid. The successful bidder shall be licensed
in accordance with provisions of the Business and Professions Code and shall possess a State
Contractor's License Class A at the time of the award.
The successful Contractor and his subcontractors will be required to possess business licens-
es from the AGENCY.All extension of unit prices will be subject to verification by the AGEN-
CY. In case of a variation between the unit price and the extension,the unit price will gov-
ern.
Proiect Description: The project consists primarily of cold milling of the existing pave-
ment,deep lift removal and full depth reclamation(FDR)of failed roadway sections,asphalt
base Paving,rubberized asphalt concrete(RAC)surface course paving,limited removal and
installation of concrete curb and gutter,concrete sidewalk,curb access ramps,cross gutters,
landscaping, adjusting manholes, monuments and valves to grade, and installing traffic
loops with striping and signage. The Project is Slater Avenue from Union Pacific Railroad to
Beach Blvd. The Additive Bid Item#1 is Slater Avenue from Gothord Street to the Union Pa-
cific Railroad. If Additive Bid Item#1 is awarded with the Project work can occur on both
awarded segments simultaneously.
The contract shall allow the ContractorbD working days to complete the primary Project con-
tract. In addition,if Additive Bid Item#1 is awarded,the Contractor shall be allowed a total
of Z5 working days to complete the entire contract.
The Project Disadvantage Business Enterprises(DBE)goal is4.0%
Based on assumed construction methods and the Locations of 24 Hour Access detailed in the
Specifications,Appendix U,the AGENCY requires Traffic Control to include all short term
closures of individual driveways,cross-gutters,and portions of street intersections and other
work as necessary to construct the"0.71'AC Base Course",shall occur on a Sunday to mini-
mize impacts to local businesses and residents. It shall also be expected that all final paving
of the"0.17'ARHM Overlay"will be performed on a Sunday. Sunday working hours will be
restricted to 8 am to 4 pm with a total number of two(2)Sunday work days and shall be in-
cluded in the total bid.Additional considerations are construction of concrete driveways and
cross gutters which shall be constructed one half at a time to allow for unrestricted access at
all times. If the Additive Bid Item#1 is awarded,then the primary Project Traffic Control
conditions shall also apply to the Additive Bid Item#1 Traffic Control conditions.
Contractor shall identify the depths of utilities prior to starting work and shall notify the
AGENCY of these depths in the construction area prior to starting work.
The AGENCY reserves the right to reject any or all bids,to waive any irregularity and to
take all bids under advisement for a maximum period of 60 days.
BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH,CALIFORNIA,
the2Ldday of June2019,by Resolution No.2019.28,
Attest:
/s/Robin Estanislou
CITY CLERK OF THE CITY OFHUNTINGTON BEACH
Published:The Huntington Beach Wave November 7,14,21,201911331387