Addendum No. 2 Project 2011-05ta �W
CALIFORNIA
ADDENDUM NUMBER 2
TO: All Prospective Bidders and Plan Holders
FROM: Bryan McKinney, Public Works Director/City Engineer
DATE: September 20, 2022
SUBJECT: City Project No. 2011-05, Federal Project No. BRNBIL (537), Dune Palms Road
Bridge Improvements
The following shall be considered as incorporated into the project plans and specifications for the
above referenced project. Portions of plans and specifications not specifically mentioned in this
Addendum remain in force.
■ PROJECT SPECIFICATIONS
Section 1100:
Sheet 1100-3, general wage decision in paragraph 1 is replaced with the following:
As Reads
... the Federal Prevailing Wage General Decision CA20220025 Modification No. 8, dated
August 12, 2022...
Is Amended to Read
...the Federal Prevailing Wage General Decision CA20220025 Modification No. 10, dated
September 2, 2022...
Section 1110:
Sheet 1110-7, Section 21.0 Wage Rates', general wage decision in paragraph 2 is
replaced with the following_
As Reads
... the Federal Prevailing Wage General Decision CA20220025 Modification No. 8, dated
August 12, 2022...
Is Amended to Read
...the Federal Prevailing Wage General Decision CA20220025 Modification No. 10, dated
September 2, 2022...
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CALIFORNIA
Section 1210:
Section 1210 is replaced; the following is a summary of the changes:
• Item #4, Revised quantity to 23
• Item #7, Revised quantity to 13,160 SF
• Items #9 - 12, Denoted items as Final Pay Item (F)
• Item #24, Revised quantity to 1,210 CY
• Item #47 - Revised quantity to 42
• Item #55 and #115 - 3/8" Decomposed Granite - Brimstone is removed
• Item #59, Revised Item description
• Item #60, Revised Item description
• Item #65, Revised bid item description, no change in quantity
• Item #66, Revised bid item description, no change in quantity
• Item #66A, Added bid item
• Item #67, Revised Item description & updated quantity 119 CY
• Item #72, Revised Item description
• Items #93-95, Denoted items as Final Pay Item (F)
• Item #109 - Revised quantity to 46
• Item #116, revised quantity to 14,200 SF
• Item #117, revised quantity to 805 CY
• Item #134, Revised Item description
• Item #135, Revised Item description
• Item #136, Revised Item description
• Item #137, Revised Item description
• Duplicate bid items - edits to the last 10 items (4" Sch 40 PCV, LS Sleeve to Bar Reinforcing
Steel (Ret Wall))
Section 1300:
Sheet 1300-3, Federal Prevailing Wage Rates are replaced with the following:
As Reads
General Decision: CA20220025 Modification No. 8, dated 0811212022
Is Amended to Read
General Decision: CA20220025 Modification No. 10, dated 09/02/2022
Section 1500:
Sheet 1500-1, Section 2.2 'Material Testing', Add the following sentence to paragraph
1•
Contractor shall be responsible for Quality Control Material Testing for Structural Items, including
Bridge Construction, as specified in the latest edition of the 2018 Caltrans Standard Plans and
Specifications.
CALIFORNIA
Section 2000:
Sheet 2000-1, Section 1.1 'Alternative Specifications', add the following text to the
edition•
As Reads
The Standard Specifications shall apply to this project unless specifically referenced otherwise in
the Contract Documents. Wherever "State Standard Specifications" are referenced, it shall
mean the Standard Specifications, 2018, edition, published by the State of California Department
of Transportation, and wherever the "State Standard Plans" are referenced in the Contract
Documents, it shall mean the Standard Plans, 2018, edition, published by the State of California
Department of Transportation.
Is Amended to Read
The Standard Specifications shall apply to this project unless specifically referenced otherwise in
the Contract Documents. Wherever "State Standard Specifications" are referenced, it shall
mean the Standard Specifications, 2018, latest edition, published by the State of California
Department of Transportation, and wherever the "State Standard Plans" are referenced in the
Contract Documents, it shall mean the Standard Plans, 2018, latest edition, published by the
State of California Department of Transportation.
Additional Questions
Q1. The take -off quantities for the concrete flatwork items seems to be well off the
engineer's quantities. We double checked the scale and when comparing our quantities
to both Base Bid 1 and Base Bid 2 totals we are showing a quantity higher than 25%
for many of the concrete flatwork items.
A. Revised the quantity to Bid Item #24 of the bid schedule. For those
elements from the begin bridge (18+68.20) to end bridge (23+48.20),
are covered under Bid Items 57 - 76, which includes but is not limited
to sidewalk, median curb and stamped concrete median.
Q2. City of La Quinta Standard 240 (Sidewalk & Curb) states that aggregate base or
approved select material will be required underneath the sidewalk and curb "when soils
report indicates presence of expansive soil conditions". We have not seen any
information that was provided that would indicate expansive soils, please confirm that
no aggregate base will be required underneath the sidewalk and curb.
A. No aggregate base or approved select material will be required under
the sidewalk or curb.
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CALIFORNIA
Q3. Bid Items 22 & 105 are very clear in the spec as to what will be required for the colored
stamped concrete median. However, we are seeing a tremendously higher quantity
than that of the engineer's qty for those items. For Bid Item 69, it is unclear how this
is different from items 22 & 105, there is no language in the spec that specifies but we
were thinking that maybe a portion of the median goes into this item which is why our
qty's for 22 & 105 were so much higher than the engineer's qty. Please clarify what is
to be included in bid item 69 - Minor Concrete (Median Paving, Colored and Stamped)
(F) vs. Bid Items 22 & 105.
A. For those elements from the begin bridge (18+68.20) to end bridge
(23+48.20), are covered under Bid Items 57 - 76, which includes but
is not limited to sidewalk, median curb and stamped concrete median
Q4. In regards to the camera monitoring spec (attached), please confirm the following:
• How many cameras are required?
A. There shall be one camera per sheet 4000-5, sub -section Construction
Monitoring Camera, paragraph 1.
• Will there be a point of connection for the electrical or will the cameras need to be
solar?
A. Contractor is responsible to provide and secure camera power, this can
be from either solar or Contractor Coordinated Temporary Point of
Connection.
Q5. Does the City have a Foundation Report that they can make available?
A. Yes, please download through this link:
https://naiconsulting.sharefile.com/d-
s1e04420bc57649b28fcdOf487f284cO4
Q6. Is painting the barrier shown on Sheets B-15 through B-19 by others or to be included
with Barrier Item?
A. The Contractor shall be responsible for the painting of the concrete
bridge barrier per the plans.
Q7. Please clarify the Waterline work mentioned in the CVWD Specification (page 284 of
572). This specification appears to address ordering the pipe and making that activity
a part of the Milestone Schedule or allowing the utility owner 10 days to install wyes.
As the existing Waterline is in conflict with Abutment 5 and the relocated Waterline is
within 10' of the Bypass (and 24' below the existing channel), is the anticipated
sequence, relocate Waterline, construct Bypass, then construct Stage 1 Bridge, or
construct Bypass, protect Waterline in place at Abutment 5, construct Stage 1 Bridge,
switch Traffic to Stage 2, construct Stage 2 Bridge and Relocate Waterline (with Channel
Lining excavation work)?
A. The CVWD installed DIP wye's per the plans, are anticipated on being
installed prior December 31, 2022. The anticipated staging for the
initial items of work is as follows: 1) demo mobile homes and single
family home, 2) install short segment of IID conduit, 3) IID shoo fly,
4) watermain installation, 5) sewer relocations, 6) bypass road
construction, 7) start west half of bridge.
CALIFORNIA
Q8. Per technical spec section 4000-3, section 7.0 (Spec sheet 201 of 572), it states that
the contractor is responsible for temporary water diversion. Assuming that a water
diversion plan will need to be approved, this may lead to different approaches to what
will be required for a water diversion in the channel. With that being said, would the
agency consider creating an allowance item for the temporary water diversion to allow
for an even playing field?
A. Temporary water diversion shall be at the Contractor's discretion on
how they choose to protect the on -going work and corresponds to the
schedule that will be proposed.
Q9. Please confirm locations of Crushed Miscellaneous Base
A. CMB is being provided for both the CVWD channel ramps as well as the
staging area driveway and laydown area, per plan sheets 7 and 10 of
73.
Q10. Tech Spec 49-1.03 prescribes that temporary casing must be installed via impact
hammer. It does not provide alternates for any other casing installation method. Impact
hammer is an unusual method for the installation of Cast -In -Drilled -Hole (CIDH) piles
temporary casing because it is incompatible with the methods and equipment used to
drill the hole and extract the temporary casing during the concrete pour. Please confirm
it is acceptable to install temporary casings with vibratory hammer, drill rig, or by
oscillator method, in accordance with Standard Caltrans Specification 49-3 and as
typical industry practice.
A. Driving using Impact hammer is required per the Specifications.
Q11. Tech Spec 49-1.03 states that "All open holes should be backfilled as completed shafts
during the same work day. No CIDH hole should be permitted to be left open overnight".
Please confirm that holes may remain unfinished overnight if supported full depth by
temporary steel casings, which is standard industry practice. The use of temporary
casing eliminates the risk of caving/sloughing shaft walls.
A. For full -depth temporary casing, dry holes not extending within 10 feet
of the bottom of the installed casing and 20-ft of the pile tip elevation
may be left open overnight during the hole excavation phase only.
Q12. Tech Spec 49-302B(6)(c) limits Shore Pac synthetic slurry to 33-74 sec/qt viscosity
during drilling and less than or equal to 57 sec/qt immediately before placing concrete.
Please confirm that the updated 5/6/22 Caltrans viscosity limits for Shore Pac at 33-
132 sec/qt and 118 sec/qt respectively are permissible for this project. (See attached).
A. Caltrans viscosity limits for Shore Pac at 33-132 sec/qt and 118 sec/qt
respectively are permissible for this project.
Q13. Please confirm whether AB-219, prevailing wages for concrete drivers, and LCP tracker
fees will apply to this project.
A. AB-219 is applicable to this project. The City is not requiring to use of
LCP Tracker for this project.
CALIFORNIA
Q14. The bridge plans contain summarized boring logs, but the documents are missing the
Geotechnical Investigation Report and Foundation Report. These reports typically
provide geologic and hydrologic site context, soil lab testing results and interpretations,
and professional conclusions including anticipated soil excavation behavior and
foundation drilling means and methods.
A. Foundation report provided with current Addendum.
Q15. Is CIDH installation restricted from any working hours, working periods, or seasons
(such as wet season, mating season(s), nesting season(s), etc.) due to environmental
permitting, USACE permitting, Fish and Game permitting, water board permitting, or
other similar types of permitting?
A. Contactor shall refer to Appendix C of the Bid Document for copies of
all environmental agency permits and the requirements of each permit.
Q16. Are there any USACE stipulations requiring temporary drill casing to be used for CIDH
installation through earthen embankments/levees at the bridge abutments?
A. Contactor shall refer to Appendix C of the Bid Document for copies of
all environmental agency permits and the requirements of each permit.
Q17. Please confirm that adjacent 5-ft diameter piles can be drilled simultaneously.
A. The 5 ft diameter piles shall not be drilled simultaneously.
Q18. Please confirm that 1,500 mm OD (59.06 inches OD) temporary casing is acceptable
for drilling 5-foot diameter piles. Commercially available sizes for temporary casing are
in international units because of their European origin. Size of actual pile will be larger
than temporary casing OD due to the use of bidirectional teeth at tip of casing.
A. Pile shall be constructed as shown on the plan.
Q19. According to Technical spec 4000-8, Section 9.0, "any grouted and/or loose boulders,
concrete pieces and rocks that are a part of the concrete pavement and cut off walls
through the channel are considered part of the concrete pavement." The plans callout
this section as CN # 11 - Remove Conc Slope Protection, which is misleading since it
is supposed to be included in Bid Item #5 rather than Bid Item #7. Please consider
revising the callout on the demo plansheets.
A. See revised bid schedule
Q20. Please indicate on the planset where the 3/8" Decomposed Granite - Brimstone is to
be installed. (Bid Item No. 55, 115)
A. These items have been removed.
Q21. Construction note 50 on plan Sheet 8 indicates two proposed sleeve locations. It
appears that there are 21 LF of sleeves in Base Bid #1 and 23 LF of sleeves in Base Bid
#2 for a total linear footage of 44 LF. However, bid items #47 & #109 both show a
quantity of 44 LF (for a total of 88 LF between the two items), please revise the bid
quantities accordingly
A. There will be two - 4" conduits per driveway crossing, with one 21' in
length and the other 23' in length. The overall quantity did not change
from 88 total LF of conduit.
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CALIFORNIA -
The Contractor is hereby notified; Addendum No. 2 must be acknowledged and initialed
as stipulated under the instructions to Bidders and submitted as part of the Bid. Failure
to do so shall result in the City designating said bid as "Non -Responsive."
APPROVED:
Bryan McKinney,
Public Works Director/City Engineer
Attachments:
1. Revised Bid Schedule Dated 9-20-2022
2. Revised Wage Rates Dated 9-02-2022
END OF ADDENDUM NUMBER 2
Addendum 2 — Dated 9/20/2022
SECTION 1210
BID SCHEDULE
City Project No. 2011-05
Federal Project No. BRNBIL (537)
DUNE PALMS ROAD BRIDGE IMPROVEMENTS
REVISED 09/20/2022
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
To Whom It May Concern:
Pursuant to the Invitation to Bid, and in accordance with the provisions therein stated,
the undersigned hereby proposes and agrees that on award by the City under this Bid,
to execute a Contract, with necessary bonds, to furnish and install any and all labor,
materials, transportation and services for City Project No. 2011-05, Federal
Project No. BRNBIL (537), Dune Palms Road Bridge Improvements, in
accordance with the plans and specifications therefore adopted and on file with the
City within the time hereinafter set forth and at the prices named in this Bid. It is
understood that the basis of award shall be the lowest total price of all Base Bid Areas
and all Additive Alternates.
Unit prices in each and every case represent the true unit price used in preparing the
bid schedule totals (Bid Form). Unit prices listed herein include material, installation
and appurtenant work as is necessary to have the item complete and in place meeting
the full intent of the plans and specifications. Furthermore, this project has broken
down the Base Bid areas according to project funding requirements, therefore several
of the same bid items have been split between the Base Bid Areas. The following is a
listing of the "duplicate" bid items numbers and their corresponding Base Bid location
for Contractor reference. In the Bid Schedule, the "Duplicate" items have been noted
with a (D) in the description.
Base Bid #1
Duplicate Base Bid Area
Description
Item Number
& Item Number
Sawcut & Removal AC Pavement
5
2-91
Sawcut & Remove Conc. Slope Protection 7
3-116
Unclassified Excavation (Roadway)
9
2-93
Unclassified Fill (Roadway)
11
2-94
Suitable Backfill Material
12
2-95
Asphalt Concrete (T=4.5")
14
2-97
Class 2 Aggregate Base (T=6.0")
15
2-99
6" AC Dike
17
2-100
6" Curb & Gutter
18
2-101
8" Median Curb
19
2-102
Concrete Sidewalk (W=5.5')
20
2-103
Concrete Driveway Approach
21
2-104
Colored Stamped Concrete Median
22
2-105
Concrete Slope Protection
26
3-117
Curb Ramp (Case A)
27
2-106
Bid Schedule 1210-1
Addendum 2 - Dated 9/20/2022
6' (Tall) Masonry Block Wall
28
2-107
4" Schedule 40 PVC, Landscaping Sleeve
47
2-109
Install Landscaping Plant Material & Irrigation
51
2-111
3/8" Crushed Rock (Apache Brown)
52
2-112
3/4" Crushed Rock (Desert Gold)
53
2-113
6" Minus - Baja Cresta Rubble
54
2-114
3/8" Decomposed Granite - Brimstone
55
2-115
Structure Excavation (Ret Wall)
59
3-134
Structure Backfill (Ret Wall)
60
3-135
Structural Concrete (Ret Wall)
67
3-136
Bar Reinforcing Steel (Ret Wall)
72
3-137
BASE BID AREA - DUNE PALMS ROAD BRIDGE IMPROVEMENTS:
BASE BID #1; FEDERAL PARTICIPATING (STA 16+50 - 25+62)
Item
Ett'
Unit Price
Item Total
Item Description
Q y'
Unit
(in figures)
(in figures)
Dollars
Dollars
Roadway Approaches
1
Mobilization
1
LS
$
$
2
Best Management Practices
1
LS
$
$
3
Traffic Control
1
LS
$
$
4
Resident Engineers Trailer
23
MO
$
$
4A
Construction Monitoring
1
LS
$
$
Camera
5
Sawcut & Remove AC
22,000
SF
$
$
Pavement (D)
'
6
Remove Concrete Pavement
41,686
SF
$
$
and Cut Off Wall (Crossing)
'
7
Sawcut & Remove Conc. Slope
13' 160
SF
$
$
Protection (D)
8
Clearing & Grubbing
1
LS
$
$
9
Unclassified Excavation
555
CY
$
$
(Roadway) (D) (F)
10
Unclassified Excavation
3,200
CY
$
$
(Channel) (F)
11
Unclassified Fill (Roadway)
5,435
CY
$
$
(D) (F)
12
Suitable Backfill Material
80
CY
$
$
(D) (F)
13
Construct & Remove Bypass
1
LS
$
$
Road
Bid Schedule 1210-2
Addendum 2 — Dated 9/20/2022
BASE BID #1; FEDERAL PARTICIPATING (STA 16+50 — 25+62)
Item
Est.
Unit
Unit Price
Item Total
Item Description
Q
Unit
(in figures)
(in figures)
Dollars
Dollars
14
Asphalt Concrete (T=4.5") (D)
24,140
SF
$
$
15
Class 2 Aggregate Base
24,140
SF
$
$
(T=6.0") (D)
16
Crushed Misc. Base
521
CY
$
$
17
6" AC Dike (D)
135
LF
$
$
18
6" Curb & Gutter (D)
448
LF
$
$
19
8" Median Curb (D)
581
LF
$
$
20
Co) crete Sidewalk (W=5.5')
4,148
SF
$
$
21
Concrete Driveway Approach
1,034
SF
$
$
(D)
'
22
Colored Stamped Concrete
711
SF
$
$
Median (D)
23
Concrete Cross Gutter
1,215
SF
$
$
24
8" Concrete Pavement
1,142
SF
$
$
25
Type 1A Retaining Wall
1,829
SF
$
$
26
Concrete Slope Protection (D)
1,210
CY
$
$
27
Curb Ramp (Case A) (D)
1
EA
$
$
28
6' (Tall) Masonry Block Wall
300
LF
$
$
(D)
29
Catch Basin Per LQ Std 300 &
3
EA
$
$
Local Depression (Sump)
30
Catch Basin / Drywell System
1
EA
$
$
w/ Local Depression (Sump)
31
Storm Drain Manhole No. 2
1
EA
$
$
per MH252
32
Reconstruct to Grade, SD
7
LF
$
$
Manhole
33
24" Storm Drain Outlet w/
1
EA
$
$
Grate
34
42" Storm Drain Outlet w/
1
EA
$
$
Grate
35
Concrete Collar Per M803
3
EA
$
$
Bid Schedule 1210-3
Addendum 2 — Dated 9/20/2022
BASE BID #1; FEDERAL PARTICIPATING (STA 16+50 - 25+62)
Item
Est.
Unit
Unit Price
Item Total
Item Description
Q
Unit
(in figures)
(in figures)
Dollars
Dollars
36
24" HDPE N-12, WT Joint SD
232
LF
$
$
Pipe
37
Metal Fencing (Retaining Wall)
438
LF
$
$
38
Metal Gate Assembly
2
EA
$
$
39
Chain Link Fence H=6', w/
1,085
LF
$
$
Fabric
'
40
24' Wide Vehicle Gate w/ Lock
1
EA
$
$
41
Temporary Fence (High
700
LF
$
$
Visibility)
42
Meter Pedestal Per LQ Std 730
1
EA
$
$
43
Pipe Gate
26
LF
$
$
44
2" Schedule 80 PVC, City
2,042
LF
$
$
Comm. Conduit
'
45
Pull Box No. 3.5 (PCC)
6
EA
$
$
46
Signing, Striping & Pavement
1
LS
$
$
Markers
47
4" Schedule 40 PVC,
44
LF
$
$
Landscaping Sleeve (D)
48
Adjust to Grade Storm Drain
1
EA
$
$
Manhole
49
4" Thick Decomposed Granite
1,430
SF
$
$
(D) (School Ret. & Pool Wall)
50
Remove Communications
1
EA
$
$
MH/Vault
Landscaping
51
Install Landscaping Plant
4,600
SF
$
$
Material & Irrigation (D)
52
3/8" Crushed Rock (Apache
3,490
SF
$
$
Brown) (D)
53
3/4" Crushed Rock (Desert
1,130
SF
$
$
Gold) (D)
54
6" Minus - Baja Cresta Rubble
465
SF
$
$
(D)
55
Not Used
-
-
-
-
56
90-Day Maintenance Period
1
LS
$
$
Bid Schedule 1210-4
Addendum 2 — Dated 9/20/2022
BASE BID #1; FEDERAL PARTICIPATING (STA 16+50 — 25+62)
Item
Unit Price
Item Total
Item Description
Qty:
Unit
(in figures)
(in figures)
Dollars
Dollars
Bridge
57
Structure Excavation (Bridge)
151
CY
$
$
(F)
58
Structure Backfill (Bridge) (F)
361
CY
$
$
59
Structure Excavation (Ret Wall)
204
CY
$
$
(F) (D)
60
Structure Backfill (Ret Wall) (F)
288
CY
$
$
(D)
61
24" Cast -In -Drilled -Hole -Piling
3,076
LF
$
$
(F)
'
62
6 j' Cast -In -Drilled -Hole -Piling
1,284
LF
$
$
63
Prestressing Cast -In -Place
1
LS
$
$
Concrete
64
Structural Concrete, Bridge
11130
CY
$
$
Polymer Fiber (4,500 PSI) (F)
65
Structural Concrete (4,500
1,640
CY
$
$
PSI) (Bridge) (F)
66
Structural Concrete (4,000
285
CY
$
$
PSI) (Bridge) (F)
66A
Structural Concrete (Bridge
152
CY
$
$
Footing) (F)
67
Structural Concrete (Ret Wall)
320
CY
$
$
(F) (D)
68
Structural Concrete, Approach
206
CY
$
$
Slab (Type N 30)
69
Minor Concrete (Median Paving,
116
CY
$
$
Colored and Stamped) (F)
70
Joint Seal Assembly (MR = 2
181
LF
$
$
1/2")
71
Reinforcing Steel (Bridge)
1,191,536
LB
$
$
(F)Bar
72
Bar Reinforcing Steel (Ret Wall)
11,881
LB
$
$
(D) (F)
73
Concrete Barrier (Type 732 SW
968
LF
$
$
Mod)
74
Metal Railing (Bridge)
968
LF
$
$
75
Bridge Lighting & Pull Boxes
1
LS
$
$
76
Miscellaneous Metal - Conduit
1
LS
$
$
Support System (Bridge)
Bid Schedule 1210-5
Addendum 2 — Dated 9/20/2022
BASE BID #1; FEDERAL PARTICIPATING (STA 16+50 - 25+62)
Item
Item Description
Qty:
Unit
Unit Price
(in figures)
Dollars
Item Total
(in figures)
Dollars
CVWD Sewer Main Relocation
77
Remove Sewer Manhole
3
EA
$
$
78
Remove Pipe
201
LF
$
$
79
Reconstruct Sewer Manhole
7.4
LF
$
$
80
48" Sewer Manhole
4
EA
$
$
81
12" PVC Sewer Pipe
49
LF
$
$
82
18" PVC Sewer Pipe
166
LF
$
$
83
Remove Structural
Encasement
43
LF
$
$
84
Remove 36" Steel Sleeve
73
LF
$
$
85
Structural Encasement
50
LF
$
$
86
Sewer Bypass
1
LS
$
$
CVWD Water Main Relocation
87
18" CL 350 DIP Watermain w/
Restr. Its, Zinc Coated & V Bio
Poly Wrapped
670
LF
$
$
88
Remove Blind Flange
2
EA
$
$
89
Remove Water Main
646
LF
$
$
90
36" Steel Sleeve
24
LF
$
$
Total Amount of Base Bid #1; Bid Items 1 - 90
$
Bid Schedule 1210-6
Addendum 2 — Dated 9/20/2022
BASE BID #2; NON-FEDERAL PARTICIPATING (STA 10+82 — 16+50 & 25+62 — 36+05)
Item
Unit Price
Item Total
Item Description
Qty:
Unit
(in figures)
(in figures)
Dollars
Dollars
Roadway Items
91
Sawcut & Remove AC
16,190
SF
$
$
Pavement (D)
'
92
Clearing & Grubbing
1
LS
$
$
93
Unclassified Excavation
275
CY
$
$
(Roadway) (D) (F)
94
Unclassified Fill (Roadway)
640
CY
$
$
(D) (F)
95
Suitable Backfill Material (D)
51
CY
$
$
(F)
96
Cold Mill AC Pavement
3,360
SF
$
$
(T=0.10') (D)
'
97
Asphalt Concrete (T=4.5") (D)
18,540
SF
$
$
98
Asphalt Concrete (T=0.10')
3,360
SF
$
$
99
Class 2 Aggregate Base
18,540
SF
$
$
(T=6.0") (D)
100
6" AC Dike (D)
351
LF
$
$
101
6" Curb & Gutter (D)
347
LF
$
$
102
8" Median Curb (D)
2,093
LF
$
$
103
Concrete Sidewalk (W=5.5')
4,909
SF
$
$
104
Concrete Driveway Approach
723
SF
$
$
(D)
105
Colored Stamped Concrete
1,360
SF
$
$
Median (D)
'
106
Curb Ramp (Case A) (D)
1
EA
$
$
107
6' (Tall) Masonry Block Wall
60
LF
$
$
(D)
108
Signing, Striping & Pavement
1
LS
$
$
Markers
109
4" Schedule 40 PVC,
46
LF
$
$
Landscaping Sleeve (D)
Water Service Manifold
110
Reconstruction
1
LS
$
$
Bid Schedule 1210-7
Addendum 2 - Dated 9/20/2022
BASE BID #2; NON-FEDERAL PARTICIPATING (STA 10+82 - 16+50 & 25+62 - 36+05)
Item
Unit Price
Item Total
Item Description
Qty:
Unit
(in figures)
(in figures)
Dollars
Dollars
Landscaping
111
Install Landscaping Plant
1,630
SF
$
$
Material & Irrigation (D)
112
3/8" Crushed Rock (Apache
1,235
SF
$
$
Brown) (D)
113
3/4" Crushed Rock (Desert
395
SF
$
$
Gold) (D)
114
6" Minus - Baja Cresta Rubble
160
SF
$
$
(D)
115
Not Used
-
-
-
-
Total Amount of Base Bid #2; Bid Items 91 - 115
$
BASE BID #3 - CV LINK
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
CV Link Trail Plan Items
116
Sawcut & Remove Conc. Slope
14,200
SF
$
$
Protection (D)
117
Concrete Slope Protection (D)
805
CY
$
$
118
18" Storm Drain Outlet w/
1
EA
$
$
Grate
119
18" HDPE N-12, WT Joint SD
58
LF
$
$
Pipe
120
Class 2 Aggregate Base
13,360
SF
$
$
(T=4")
'
121
Concrete Trail (T=6")
13,360
SF
$
$
122
Curb Ramp (Case B, Type 1)
2
EA
$
$
123
Metal Railing (Trail Retaining
274
LF
$
$
Walls)
124
Metal Railing (Trail
730
LF
$
$
Undercrossing)
125
Install City Furnished In
18
EA
$
$
Pavement Solar Guide Light
Bid Schedule 1210-8
Addendum 2 — Dated 9/20/2022
BASE BID #3 — CV LINK
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
126
Thermoplastic Banding
1,588
SF
$
$
(Undercrossing)
'
127
6" Solid White Stripe (Paint)
180
LF
$
$
(Trail)
128
Paint Bridge Soffit & Exterior
1
LS
$
$
Girder
129
F&I Soffit Panels w/ Electrical
1
LS
$
$
Connections
130
3" Schedule 40 PVC, CV Link
990
LF
$
$
Conduit
131
Pull Box No. 3.5 (PCC)
4
EA
$
$
132
4" Thick Decomposed Granite
6,400
SF
$
$
(D)
'
133
Concrete Wedge Curb
288
LF
$
$
CV Link Bridge Plan Items
134
Structure Excavation (Ret Wall)
368
CY
$
$
(F) (D)
135
Structure Backfill (Ret Wall) (F)
501
CY
$
$
(D)
136
Structural Concrete (Ret Wall)
201
CY
$
$
(F) (D)
137
Bar Reinforcing Steel (Ret Wall)
20,001
LB
$
$
Total Amount of Base Bid #3; Bid Items 116 - 137
$
BASE BID #4 — UNDERGROUND ELECTRICAL SYSTEM
Item
No.
Item Description
Est.
Qty.
Unit
Unit Price
(in figures)
Dollars
Item Total
(in figures)
Dollars
138
Dry Utility Trenching
900
LF
$
$
139
Large Vault Per IID Standard
1
EA
$
$
140
3" Sch. 40 PVC, IID Conduit
30
LF
$
$
141
4" Sch. 40 PVC, IID Conduit
100
LF
$
$
Bid Schedule 1210-9
Addendum 2 — Dated 9/20/2022
BASE BID #4 - UNDERGROUND ELECTRICAL SYSTEM
Item
No.
Item Description
Est.
Qty.
Unit
Unit Price
(in figures)
Dollars
Item Total
(in figures)
Dollars
142
5" Sch. 40 PVC, IID Conduit
520
LF
$
$
143
6" Sch. 40 PVC, IID Conduit
4,000
LF
$
$
144
5" Riser for Pole
1
EA
$
$
145
Transformer Pad (Single
Phase) per IID Standard
1
EA
$
$
Total Amount of Base Bid #4; Bid Items 138 - 145
$
The City may choose to Award All, Some, or None of the Followinq Additive Alternates:
ADDITIVE ALTERNATE A - ROADWAY (STA 10+82 - 16+50 & 25+62 - 36+05)
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
146
Crack Seal & Type II Slurry
136,650
SF
$
$
Seal
Total Amount of Additive Alternate "A"
Bid Item 146
$
ADDITIVE ALTERNATE B - CVWD SEWER ADJUSTMENTS
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
147
Adjust to Grade Sewer
2
EA
$
$
Manhole Lid & Frame to Grade
148
Adjust Sewer Cleanout to
1
EA
$
$
Grade
149
Relocate Sewer Cleanout
1
EA
$
$
150
Reconstruct Sewer Manhole
13
LF
$
$
Total Amount of Additive Alternate "B" Bid Items
$
147-150
Bid Schedule 1210-10
Addendum 2 — Dated 9/20/2022
ADDITIVE ALTERNATE C - CVWD WATER ADJUSTMENT
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
151
Adjust to Grade, Water Valve
8
EA
$
$
Can and Lid
Total Amount of Additive Alternate "C"
Bid Item 151
$
ADDITIVE ALTERNATE D - CVWD WATER RELOCATION
Item
No.
Item Description
Est.
Qty.
Unit
Unit Price
(in figures)
Dollars
Item Total
(in figures)
Dollars
152
Relocate Air Vac Assembly
2
EA
$
$
Total Amount of Additive Alternate 1113"
Bid Item 152
$
GRAND TOTAL ALL BASE BIDS AND ALL ADDITIVE ALTERNATES (Figures):
GRAND TOTAL ALL BASE BIDS AND ALL ADDITIVE ALTERNATES (Words):
Bid Amount of each of the above Bid Items must be filled in and completed. It is
understood that the quantities shown hereon are but estimates and the bidder is
responsible to verify quantities prior to submitting a bid. Final payment will be based
upon actual work performed, subject to such adjustments and alterations as
elsewhere provided herein.
Signature of Bidder (Ink)
Name of Bidder (Printed or Typed)
Bidder Telephone Number
Bidder Email Address
Bid Schedule 1210-11
"General Decision Number: CA20220025 09/02/2022
Superseded General Decision Number: CA20210025
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and
Highway
County: Riverside County in California.
BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not
include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does
not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis -Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis -Bacon Act itself, but do not apply to
contracts subject only to the Davis -Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60).
If the contract is entered �.
into on or after January 30,
2022, or the contract is
renewed or extended (e.g., an �.
option is exercised) on or
after January 30, 2022:
If the contract was awarded onl.
or between January 1, 2015 andl
January 29, 2022, and the
contract is not renewed or �.
extended on or after January
30, 2022:
Executive Order 14026
generally applies to the
contract.
The contractor must pay
all covered workers at
least $15.00 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 2022.
Executive Order 13658
generally applies to the
contract.
The contractor must pay all
covered workers at least
$11.25 per hour (or the
applicable wage rate listed
on this wage determination,
if it is higher) for all
hours spent performing on
that contract in 2022.
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
https://www.dol.gov/agencies/whd/government-contracts.
Modification Number
0
1
2
3
4
5
6
7
8
9
10
ASBE0005-002 09/01/2021
Publication Date
01/07/2022
01/14/2022
01/21/2022
02/11/2022
02/18/2022
02/25/2022
04/29/2022
08/05/2022
08/12/2022
08/19/2022
09/02/2022
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems) ..... $ 47.25 24.45
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls) ...........................$ 32.09 19.66
ASBE0005-004 07/05/2021
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not) .... $ 22.40 13.07
BOIL0092-003 01/01/2021
Rates Fringes
BOILERMAKER ......................$ 46.03 38.81
----------------------------------------------------------------
* BRCA0004-011 05/01/2020
Rates Fringes
BRICKLAYER; MARBLE SETTER ........ $ 41.48 18.63
*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 ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate
----------------------------------------------------------------
BRCA0018-004 06/01/2021
Rates Fringes
MARBLE FINISHER ..................$ 35.90 14.11
TILE FINISHER ....................$ 30.47 12.52
TILE LAYER .......................$ 43.09 18.31
----------------------------------------------------------------
BRCA0018-010 09/01/2021
Rates Fringes
TERRAZZO FINISHER ................$ 35.43 14.10
TERRAZZO WORKER/SETTER ........... $ 43.61 14.63
----------------------------------------------------------------
CARP0213-001 07/01/2021
Rates Fringes
CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer ...................$
51.60
16.28
(2) Millwright ..............$
52.10
16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial) ................$
51.73
16.28
(4) Pneumatic Nailer,
Power Stapler ...............$
51.85
16.28
(5) Sawfiler...............$
51.69
16.28
(6) Scaffold Builder .......
$ 42.80
16.28
(7) Table Power Saw
Operator ....................$
51.70
16.28
FOOTNOTE: Work of forming in the construction of open cut
sewers or storm drains, on operations in which horizontal
lagging is used in conjunction with steel H-Beams driven or
placed in pre- drilled holes, for that portion of a lagged
trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.
----------------------------------------------------------------
CARP0213-002 07/01/2021
Diver
Rates Fringes
(1)
Wet .....................$
834.40
16.28
(2)
Standby .................$
445.84
16.28
(3)
Tender ..................$
437.84
16.28
(4)
Assistant Tender ........
$ 413.84
16.28
Amounts in ""Rates' column are per day
----------------------------------------------------------------
CARP0213-004 07/01/2021
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER .... $ 51.60 16.28
STOCKER/SCRAPPER ............ $ 22.16 8.62
----------------------------------------------------------------
CARP0721-001 07/01/2021
Rates Fringes
Modular Furniture Installer ...... $ 21.85
ELEC0440-001 12/27/2021
ELECTRICIAN
7.15
Rates Fringes
INSIDE ELECTRICIAN .......... $ 49.73 3%+24.44
INTELLIGENT TRANSPORTATION
SYSTEMS
Electrician ................$ 36.99 3%+23.18
Technician .................$ 27.75 3%+23.18
ZONE PAY: Zone A: Free travel zone for all contractors
performing work in Zone A.
Zone B:Any work performed in Zone (B) shall add $12.00 per
hour to the current wage scale. Zone (B) shall be the area
from the eastern perimeter of Zone (A) to a line which runs
north and south begininng at Little Morongo Canyon (San
Bernardino/Riverside County Line), Southeast along the
Coachella Tunnels, Colorado River Aqueduct and Mecca
Tunnels to Pinkham Wash then South to Box Canyon Road, then
southwest along Box Canyon Road to Highway 195 west onto
195 south to Highway 86 to Riverside/Imperial County Line.
ELEC1245-001 06/01/2022
Rates Fringes
LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment) .............$ 50.00 21.30
(3) Groundman...............$ 38.23 20.89
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day
and day after Thanksgiving, Christmas Day
ELEV0018-001 01/01/2022
Rates
ELEVATOR MECHANIC ................$ 61.34
Fringes
36.885+a+b
FOOTNOTE:
a. 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.
b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence
Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday
after Thanksgiving, and Christmas Day.
ENGIO012-003 07/01/2020
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP
1
....................$
48.25
27.20
GROUP
2
....................$
49.03
27.20
GROUP
3
....................$
49.32
27.20
GROUP
4
....................$
50.81
27.20
GROUP
5
....................$
48.96
25.25
GROUP
6
....................$
51.03
27.20
GROUP
8
....................$
51.14
27.20
GROUP
9
....................$
49.29
25.25
GROUP
10
....................$
51.26
27.20
GROUP
11
....................$
49.41
25.25
GROUP
12
....................$
51.43
27.20
GROUP
13
....................$
51.53
27.20
GROUP
14
....................$
51.56
27.20
GROUP
15
....................$
51.64
27.20
GROUP
16
....................$
51.76
27.20
GROUP
17
....................$
51.93
27.20
GROUP
18
....................$
52.03
27.20
GROUP
19
....................$
52.14
27.20
GROUP
20
....................$
52.26
27.20
GROUP
21
....................$
52.43
27.20
GROUP
22
....................$
52.53
27.20
GROUP
23
....................$
52.64
27.20
GROUP
24
....................$
52.76
27.20
GROUP
25
....................$
52.93
27.20
OPERATOR:
Power Equipment
(Cranes, Piledriving
&
Hoisting)
GROUP
1
....................$
49.60
27.20
GROUP
2
....................$
50.38
27.20
GROUP
3
....................$
50.67
27.20
GROUP
4
....................$
50.81
27.20
GROUP
5
....................$
51.03
27.20
GROUP
6
....................$
51.14
27.20
GROUP
7
....................$
51.26
27.20
GROUP
8
....................$
51.43
27.20
GROUP
9
....................$
51.60
27.20
GROUP
10
....................$
52.60
27.20
GROUP
11
....................$
53.60
27.20
GROUP
12
....................$
54.60
27.20
GROUP
13
....................$
55.60
27.20
OPERATOR:
Power Equipment
(Tunnel Work)
GROUP
1
....................$
50.10
27.20
GROUP
2
....................$
50.88
27.20
GROUP
3
....................$
51.17
27.20
GROUP
4
....................$
51.31
27.20
GROUP
5
....................$
51.53
27.20
GROUP
6
....................$
51.64
27.20
GROUP
7
....................$
51.76
27.20
PREMIUM PAY:
$3.75 per hour shall be paid on all Power Equipment Operator
work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base,
Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics
Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material
environment: $2.00 per hour additional. Combination mixer
and compressor operator on gunite work shall be classified
as a concrete mobile mixer operator.
SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch
Witch, with seat or similar type equipment; Elevator
operator -inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant
operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt -rubber plant operator (nurse tank operator);
Concrete mixer operator -skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar
types over 5 tons; Hydrostatic pump operator; oiler crusher
(asphalt or concrete plant); Petromat laydown machine; PJU
side dum jack; Screening and conveyor machine operator (or
similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating
plant operator; Trenching machine oiler
GROUP 3: Asphalt -rubber blend operator; Bobcat or similar
type (Skid steer); Equipment greaser (rack); Ford Ferguson
(with dragtype attachments); Helicopter radioman (ground);
Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or
similar type); Boring machine operator; Boxman or mixerman
(asphalt or concrete); Chip spreading machine operator;
Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine
operator, small auger types (Texoma super economatic or
similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease
truck); Guard rail post driver operator; Highline cableway
signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power -driven jumbo
form setter operator; Power sweeper operator; Rock Wheel
Saw/Trencher; Roller operator (compacting); Screed operator
(asphalt or concrete); Trenching machine operator (up to 6
ft.); Vacuum or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).
GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete
joint machine operator (canal and similar type); Concrete
planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types
- Watson 1000 auger or similar types - Texoma 330, 500 or
600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder
machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or
similar type; Machine tool operator; Maginnis internal full
slab vibrator, Mechanical berm, curb or gutter(concrete or
asphalt); Mechanical finisher operator (concrete,
Clary -Johnson -Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted);
Road oil mixing machine operator; Roller operator (asphalt
or finish), rubber -tired earth moving equipment (single
engine, up to and including 25 yds. struck); Self-propelled
tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator -bulldozer, tamper -scraper (single engine,
up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1
drum); Ultra high pressure waterjet cutting tool system
operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or
finishing); Asphalt paving machine operator (Barber Greene
or similar type); Asphalt -rubber distribution operator;
Backhoe operator (up to and including 3/4 yd.), small ford,
Case or similar; Cast -in -place pipe laying machine
operator; Combination mixer and compressor operator (gunite
work); Compactor operator (self-propelled); Concrete mixer
operator (paving); Crushing plant operator; Drill Doctor;
Drilling machine operator, Bucket or auger types (Calweld
150 bucket or similar types - Watson 1500, 2000 2500 auger
or similar types - Texoma 700, 800 auger or similar types -
drilling depth of 60' maximum); Elevating grader operator;
Grade checker; Gradall operator; Grouting machine operator;
Heavy-duty repairman; Heavy equipment robotics operator;
Kalamazoo balliste regulator or similar type; Kolman belt
loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and
similar types); Mobark Chipper or similar; Ozzie padder or
similar types; P.C. slot saw; Pneumatic concrete placing
machine operator (Hackley-Presswell or similar type);
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
engine); Tractor operator (boom attachments), Traveling
pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner
attachment (over 6 ft depth capacity): Ultra high pressure
waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types
(Calweld 200 B bucket or similar types -Watson 3000 or 5000
auger or similar types-Texoma 900 auger or similar
types -drilling depth of 105' maximum); Dual drum mixer,
dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol -blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type -except Quad 9
cat.); Rubber -tired earth -moving equipment operator (single
engine, over 50 yds. struck); Pneumatic pipe ramming tool
and similar types; Prestressed wrapping machine operator;
Rubber -tired earth -moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving
equipment operator (multiple engine, Euclid, caterpillar
and similar over 25 yds. and up to 50 yds. struck), Tower
crane repairman; Tractor loader operator (crawler and wheel
type over 6-1/2 yds.); Woods mixer operator (and similar
Pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder -
Certified.
GROUP 12: Auto grader operator; Automatic slip form operator;
Drilling machine operator, bucket or auger types (Calweld,
auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar
types - drilling depth of 175' maximum); Hoe ram or similar
with compressor; Mass excavator operator less tha 750 cu.
yards; Mechanical finishing machine operator; Mobile form
traveler operator; Motor patrol operator (multi -engine);
Pipe mobile machine operator; Rubber -tired earth- moving
equipment operator (multiple engine, Euclid, Caterpillar
and similar type, over 50 cu. yds. struck); Rubber -tired
self- loading scraper operator (paddle -wheel -auger type
self -loading - two (2) or more units)
GROUP 13: Rubber -tired earth -moving equipment operator
operating equipment with push-pull system (single engine,
up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator;
Remote- control earth -moving equipment operator (operating
a second piece of equipment: $1.00 per hour additional);
Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber -tired earth -moving equipment operator,
operating equipment with push-pull system (single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds. and up to and including 50
yds. struck); Rubber -tired earth -moving equipment operator,
operating equipment with push-pull system (multiple
engine -up to and including 25 yds. struck)
GROUP 16: Rubber -tired earth -moving equipment operator,
operating equipment with push-pull system (single engine,
over 50 yds. struck); Rubber -tired earth -moving equipment
operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25
yds. and up to 50 yds. struck)
GROUP 17: Rubber -tired earth -moving equipment operator,
operating equipment with push-pull system (multiple engine,
Euclid, Caterpillar and similar, over 50 cu. yds. struck);
Tandem tractor operator (operating crawler type tractors in
tandem - Quad 9 and similar type)
GROUP 18: Rubber -tired earth -moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types);
Rubber -tired earth -moving equipment operator, operating in
tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds.and up to and including 50
cu. yds. struck); Rubber -tired earth -moving equipment
operator, operating in tandem (scrapers, belly dumps and
similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck)
GROUP 20: Rubber -tired earth -moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine,
Euclid, Caterpillar and similar, over 25 yds. and up to 50
yds. struck)
GROUP 21: Rubber -tired earth -moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over
50 cu. yds. struck)
GROUP 22: Rubber -tired earth -moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber -tired earth -moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and
up to and including 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating with the tandem
push-pull system (multiple engine, up to and including 25
yds. struck)
GROUP 24: Rubber -tired earth -moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating equipment with
the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds.
struck)
GROUP 25: Concrete pump operator -truck mounted; Rubber -tired
earth -moving equipment operator, operating equipment with
the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)
CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS
GROUP 1: Engineer oiler; Fork lift operator (includes loed,
lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A -frame or winch truck operator; Ross carrier
operator (jobsite)
GROUP 4: Bridge -type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western
or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist
operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar
types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar
type); Shovel, backhoe, dragline, clamshell operator (over
3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator
GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline,
clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to
and including 25 ton capacity); Shovel, backhoe, dragline,
clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including
50 tons mrc); Derrick barge operator (over 25 tons up to
and including 50 tons mrc); Highline cableway operator;
Hoist operator, stiff legs, Guy derrick or similar type
(over 25 tons up to and including 50 tons mrc); K-crane
operator; Polar crane operator; Self erecting tower crane
operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50
tons up to and including 100 tons mrc); Hoist operator,
stiff legs, Guy derrick or similar type (over 50 tons up to
and including 100 tons mrc), Mobile tower crane operator
(over 50 tons, up to and including 100 tons M.R.C.); Tower
crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100
tons up to and including 200 tons mrc); Hoist operator,
stiff legs, Guy derrick or similar type (over 100 tons up
to and including 200 tons mrc); Mobile tower crane operator
(over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including
300 tons mrc); Derrick barge operator (over 200 tons up to
and including 300 tons mrc); Hoist operator, stiff legs,
Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over
200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge
operator (over 300 tons); Helicopter pilot; Hoist operator,
stiff legs, Guy derrick or similar type (over 300 tons);
Mobile tower crane operator (over 300 tons)
TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power -driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck);
Slip form pump operator (power -driven hydraulic lifting
device for concrete forms); Tugger hoist operator (1 drum);
Tunnel locomotive operator (over 10 and up to and including
30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.);
Small Ford, Case or similar; Drill doctor; Grouting machine
operator; Heading shield operator; Heavy-duty repairperson;
Loader operator (Athey, Euclid, Sierra and similar types);
Mucking machine operator (1/4 yd., rubber -tired, rail or
track type); Pneumatic concrete placing machine operator
(Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); 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
the SW corner of the northwest quarter of Section 6, T27S,
R42E, Mt. Diablo Meridian. Continue North to the intersection
with the Inyo County Boundary at that point which is the NE
corner of the western half of the northern quarter of Section
6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern
County, as that point which is the SE corner of Section 34,
T24S, R40E, MDM. Continue W along the Inyo and Kern County
boundary until the intersection with Tulare County, at that
point which is the SW corner of the SE quarter of Section 32,
T24S, R37E, MDM. Continue W along the Kern and Tulare County
boundary, until that point which is the NW corner of T25S,
R32E, MDM. Continue S following R32E lines to the NW corner of
T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E,
MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue
W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.
Continue S to SW corner of T11N, R17W, SBM. Continue E along
south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.
Continue S to SW corner of T9N, R7W, SBM. Continue E along
south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.
Continue S along west boundary of R1E, SMB to Riverside County
line at the SW corner of T1S, R1E, SBM. Continue E along south
boundary of T1s, SBM (Riverside County Line) to SW corner of
T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to
Imperial County line at the SW corner of T8S, R10E, SBM.
Continue W along Imperial and Riverside county line to 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
of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW
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, MOM, 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.
$2.00 additional per hour for INYO and MONO Counties and the
Northern portion of SAN BERNARDINO County as defined below:
That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the
California state line at the point which is the center of
Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then
SE along the entire western boundary of Mono County, until it
reaches Inyo County at the point which is the NE corner of the
Western half of the NW quarter of Section 2, TBS, R29E, MDM.
Continue SSE along the entire western boundary of Inyo County,
until the intersection with Kern County at the point which is
the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.
Continue E along the Inyo and Kern County boundary until the
intersection with San Bernardino County at that point which is
the SE corner of section 34, T24S, R40E, MDM. Continue E along
the Inyo and San Bernardino County boundary until the point
which is the NE corner of the Western half of the NW quarter of
Section 6, T25S, R42E, MDM. Continue S to that point which is
the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.
Continue E in a straight line to the California and Nevada
state border at the point which is the NW corner of Section 1,
T17N, R14E, San Bernardino Meridian. Then continue NW along
the state line to the starting point, which is the center of
Section 18, T10N, R22E, MDM.
REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
ENGI0012-004 08/01/2020
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman................$ 56.40 30.00
(2) Dredge dozer ............ $ 50.43 30.00
(3) Deckmate................$ 50.32 30.00
(4) Winch operator (stern
winch on dredge) ............ $ 49.77 30.00
(5) Fireman -Oiler,
Deckhand, Bargeman,
Leveehand...................$ 49.23 30.00
(6) Barge Mate ..............$ 49.84 30.00
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IRON0433-006 07/01/2020
Rates Fringes
IRONWORKER
Fence Erector ...............$ 34.58 24.81
Ornamental, Reinforcing
and Structural ..............$ 41.00 33.45
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
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* LAB00300-005 08/01/2022
Rates Fringes
Asbestos Removal Laborer ......... $ 39.23 23.28
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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LAB00345-001 07/01/2022
Rates Fringes
LABORER (GUNITE)
GROUP 1.....................$ 48.50 21.37
GROUP 2.....................$ 47.55 21.37
GROUP 3.....................$ 44.01 21.37
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
----------------------------------------------------------------
LAB01184-001 07/01/2022
Rates
Laborers: (HORIZONTAL
DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer ... $ 40.69
(2) Vehicle Operator/Hauler.$ 40.86
(3) Horizontal Directional
Drill Operator ..............$ 42.71
(4) Electronic Tracking
Locator .....................$ 44.71
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 41.90
Fringes
18.25
18.25
18.25
18.25
21.32
GROUP 2.....................$ 43.20 21.32
GROUP 3.....................$ 45.21 21.32
GROUP 4.....................$ 46.95 21.32
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
related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and
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
* LABO1184-002 07/01/2022
Rates Fringes
LABORER (TUNNEL)
GROUP
1.....................$
45.68
23.30
GROUP
2.....................$
46.00
23.30
GROUP
3.....................$
46.46
23.30
GROUP
4.....................$
47.15
23.30
LABORER
GROUP
1.....................$
36.39
21.04
GROUP
2.....................$
36.94
21.04
GROUP
3.....................$
37.49
21.04
GROUP
4.....................$
39.04
21.04
GROUP
5.....................$
39.39
21.04
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
wet sacked concrete; Roto scraper and tiller; Sandblaster
(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
used for the conveying of any substance or element, whether
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 5: 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
----------------------------------------------------------------
LAB01184-004 07/01/2022
Rates Fringes
Brick Tender .....................$ 37.32 23.18
----------------------------------------------------------------
LAB01414-001 08/03/2022
Rates Fringes
LABORER
PLASTER CLEAN-UP LABORER .... $ 38.92 23.32
PLASTER TENDER ..............$ 41.47 23.32
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
PAIN0036-001 07/01/2020
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County) ...............$ 29.59 17.12
(2) All Other Work .......... $ 33.12 17.24
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate
commercial establishments as part of hotel service, and
sports facilities.
----------------------------------------------------------------
PAIN0036-008 10/01/2021
Rates Fringes
DRYWALL FINISHER/TAPER ........... $ 43.63 22.92
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PAIN0036-015 01/01/2020
Rates Fringes
GLAZIER ..........................$ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor,
from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing
stage or any suspended contrivance, from the ground up
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PLAS0200-009 08/03/2022
Rates Fringes
PLASTERER ........................$ 47.37 19.64
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PLAS0500-002 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER ... $ 38.50 25.91
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* PLUM0016-001 09/01/2022
Rates Fringes
PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space .................$ 53.51 25.28
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work ........................$ 40.95 23.61
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 ........................$ 55.18 26.26
* PLUM0345-001 09/01/2022
Rates Fringes
PLUMBER
Landscape/Irrigation Fitter.$ 38.20 25.65
Sewer & Storm Drain Work .... $ 42.29 23.03
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ROOF0036-002 08/01/2022
Rates Fringes
ROOFER ...........................$ 43.47 19.52
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 $1.75 per
hour ""pitch premium"" pay.
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SFCA0669-002 01/01/2022
Rates Fringes
SPRINKLER FITTER .................$ 41.27 26.77
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SHEE0105-003 01/01/2022
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
Construction and Remodel
work ........................$ 50.23 29.60
(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 ... $ 48.28 29.46
TEAM0011-002 07/01/2020
Rates Fringes
TRUCK DRIVER
GROUP
1....................$
32.59
30.59
GROUP
2....................$
32.74
30.59
GROUP
3....................$
32.87
30.59
GROUP
4....................$
33.06
30.59
GROUP
5....................$
33.09
30.59
GROUP
6....................$
33.12
30.59
GROUP
7....................$
33.37
30.59
GROUP
8....................$
33.62
30.59
GROUP
9....................$
33.82
30.59
GROUP
10....................$
34.12
30.59
GROUP
11....................$
34.62
30.59
GROUP
12....................$
35.05
30.59
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
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
GROUP 12: Boom Truck 17K and above
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis -Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health -related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health -related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at
https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
"'TANG'" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non -union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in ]anuary 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
National Office because National Office has responsibility for
the Davis -Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISIO"