Attachment_1_to_Item_No._1_-_NRIP_-_Calexco_Reach_Invitation_to_Bid_and_Specifications — Calexico City Council, August 10, 2022 (part 2 of 6)

provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703- 4774.

Travel and/or subsistence payment:

Classifications:

Group 1
Field Soils and Materials Tester
Field Asphaltic Concrete (Soils and Materials Tester)
Field Earthwork (Grading Excavation and Filling)
Roof Inspector
Water Proofer
Group 2
AWS-CWI Welding Inspector
Building/Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre-Tension Concrete
Post-Tension Concrete
Structural Steel and Welding Inspector
Glue-Lam and truss Joints
Truss-Type Joint Construction
Shear Wall and Floor System used as diaphragms
Concrete batch Plant
Spray-Applied Fireproofing
Structural masonry
Group 3
Nondestructive Testing (NDT)
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Page 4. b Includes an amount for Annuity. c Includes an amount withheld for supplemental dues.
d Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. e Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: OPERATING ENGINEER#
Determination:

SC-23-63-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $49.65 8 $79.69 $104.515 $104.515 $129.34
Group 2 $50.43 8 $80.47 $105.685 $105.685 $130.90
Group 3 $50.72 8 $80.76 $106.120 $106.120 $131.48
Group 4 $52.21 8 $82.25 $108.355 $108.355 $134.46
Group 6 $52.43 8 $82.47 $108.685 $108.685 $134.90
Group 8 $52.54 8 $82.58 $108.850 $108.850 $135.12
Group 10 $52.66 8 $82.70 $109.030 $109.030 $135.36
Group 12 $52.83 8 $82.87 $109.285 $109.285 $135.70
Group 13 $52.93 8 $82.97 $109.435 $109.435 $135.90
Group 14 $52.96 8 $83.00 $109.480 $109.480 $135.96
Group 15 $53.04 8 $83.08 $109.600 $109.600 $136.12
Group 16 $53.16 8 $83.20 $109.780 $109.780 $136.36
Group 17 $53.33 8 $83.37 $110.035 $110.035 $136.70
Group 18 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 19 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 20 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 21 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 22 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 23 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 24 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 25 $54.33 8 $84.37 $111.535 $111.535 $138.70
Determination: SC-23-63-2-2021-2

Page 2 of 11 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

Travel and/or subsistence payment:

Determination: SC-23-63-2-2021-2

Page 3 of 11 ends

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: OPERATING ENGINEER (SPECIAL SHIFT) #
Determination:

SC-23-63-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $50.15 8 $80.19 $105.265 $105.265 $130.34
Group 2 $50.93 8 $80.97 $106.435 $106.435 $131.90
Group 3 $51.22 8 $81.26 $106.870 $106.870 $132.48
Group 4 $52.71 8 $82.75 $109.105 $109.105 $135.46
Group 6 $52.93 8 $82.97 $109.435 $109.435 $135.90
Group 8 $53.04 8 $83.08 $109.600 $109.600 $136.12
Group 10 $53.16 8 $83.20 $109.780 $109.780 $136.36
Group 12 $53.33 8 $83.37 $110.035 $110.035 $136.70
Group 13 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 14 $53.46 8 $83.50 $110.230 $110.230 $136.96
Group 15 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 16 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 17 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 18 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 19 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 20 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 21 $54.33 8 $84.37 $111.535 $111.535 $138.70
Group 22 $54.43 8 $84.47 $111.685 $111.685 $138.90
Group 23 $54.54 8 $84.58 $111.850 $111.850 $139.12
Group 24 $54.66 8 $84.70 $112.030 $112.030 $139.36
Group 25 $54.83 8 $84.87 $112.285 $112.285 $139.70
Determination: SC-23-63-2-2021-2

Page 4 of 11 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-63-2-2021-2

Page 5 of 11 ends

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: OPERATING ENGINEER (MULTI-SHIFT)#
Determination:

SC-23-63-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hoursf
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $50.65 8 $80.69 $106.015 $106.015 $131.34
Group 2 $51.43 8 $81.47 $107.185 $107.185 $132.90
Group 3 $51.72 8 $81.76 $107.620 $107.620 $133.48
Group 4 $53.21 8 $83.25 $109.855 $109.855 $136.46
Group 5 $53.31 8 $83.35 $110.005 $110.005 $136.66
Group 6 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 7 $53.53 8 $83.57 $110.335 $110.335 $137.10
Group 8 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 9 $53.64 8 $83.68 $110.500 $110.500 $137.32
Group 10 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 11 $53.76 8 $83.80 $110.680 $110.680 $137.56
Group 12 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 13 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 14 $53.96 8 $84.00 $110.980 $110.980 $137.96
Group 15 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 16 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 17 $54.33 8 $84.37 $111.535 $111.535 $138.70
Group 18 $54.43 8 $84.47 $111.685 $111.685 $138.90
Group 19 $54.54 8 $84.58 $111.850 $111.850 $139.12
Group 20 $54.66 8 $84.70 $112.030 $112.030 $139.36
Determination: SC-23-63-2-2021-2

Page 6 of 11 ends

Group 21 $54.83 8 $84.87 $112.285 $112.285 $139.70
Group 22 $54.93 8 $84.97 $112.435 $112.435 $139.90
Group 23 $55.04 8 $85.08 $112.600 $112.600 $140.12
Group 24 $55.16 8 $85.20 $112.780 $112.780 $140.36
Group 25 $55.33 8 $85.37 $113.035 $113.035 $140.70
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-63-2-2021-2

Page 7 of 11 ends

Classifications:

Group 1
Bargeman
Brakeman
Compressor Operator
Ditchwitch, 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
Heavy Duty Repairman Helper
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 Dump Jack
Rotary Drill Helper (Oilfield)
Screening and Conveyor Machine Operator (or
similar types)
Skiploader (Wheel type up to ¾ 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, with all
attachments)
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
Boring System Electronic Tracking Locator
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)
Excavator Track/Rubber-Tired-with all attachments
(Operating weight under 21,000 lbs)
Guard Rail Post Driver Operator
Highline Cableway Signalman
Hydra-Hammer-Aero Stomper
Hydraulic Casing Oscillator Operator – drilling depth
of 30’ maximum
Micro Tunneling Operator (above ground tunnel)
Power Concrete Curing Machine Operator
Power Concrete Saw Operator
Power – Driver 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 Muck Truck
Group 5 (for multi-shift rate, see Pages 5 and 6)
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 Placer Operator
Concrete Planer Operator
Dandy Digger
Deck Engine Operator
Deck Engineer
Determination: SC-23-63-2-2021-2

Page 8 of 11 ends

Derrickman (oilfield type)
Drilling Machine Operator, Bucket or Auger types
(Calweld 100 bucker 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 (including water wells)
Forced Feed Loader
Hydraulic Casing Oscillator Operator – drilling depth
of 45’ maximum
Hydro 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, ClaryJohnson-Bidwell or similar) Micro Tunnel System Operator (below ground)
Pavement Breaker Operator
Railcar Mover
Road Oil Mixing Machine Operator
Roller Operator (asphalt or finish)
Rubber-Tired Earthmoving Equipment (single
engine, up to and including 25 yds. struck)
Self-Propelled Tar Pipelining Machine Operator
Skiploader Operator (crawler and wheel type, over
¾ yds. and up to and including 1½ 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. flyweel 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
Volumetric Mixer Operator
Welder - General
Group 7 (for multi-shift rate, see Pages 5 and 6)
Welder - General (Multi-Shift)
Group 8
Asphalt or Concrete Spreading Operator (tamping or
finishing)
Asphalt Paving Machine Operator (barber greene or
similar type, one (1) Screedman)
Asphalt-Rubber Distributor Operator
Backhoe Operator (up to and including ¾ yds.)
small ford, case or similar
Backhoe Operator (over ¾ yd. and up to 5 cu. yds.

M.R.C.)
Barrier Rail Mover (BTM Series 200 or similar types)
Cast in Place Pipe Laying Machine Operator
Cold Foamed Asphalt Recycler
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 bucker 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
Excavator Track/Rubber-Tired with all attachments
(Operating Weight 21,000 lbs – 100,000 lbs)
Global Positioning System/GPS (or Technician)
Grade Checker
Gradall Operator
Grouting Machine Operator
Heavy Duty Repairman/Pump Installer
Heavy Equipment Robotics Operator
Hydraulic Casing Oscillator Operator – drilling depth
of 60’ maximum
Hydraulic Operated Grout Plant (excludes hand
loading)
Kalamazoo Ballast Regulator or similar type
Klemm Drill Operator or similar types
Kolman Belt Loader and similar type
Le Tourneau Blob Compactor or similar type
Lo Drill
Loader Operator (Athey, Euclid, Sierra and similar
types)
Master Environmental Maintenance Mechanic
Mobark Chipper or similar types
Ozzie Padder or similar types
P.C. 490 Slot Saw
Pneumatic Concrete Placing Machine Operator
(Hackley-Presswell or similar type)
Prentice 721E Hydro-Ax
Pumpcrete Gun Operator
Rock Drill or Similar Types (see Miscellaneous
Provision #4 for additional information regarding
this classification)
Rotary Drill Operator (excluding caison type)
Determination: SC-23-63-2-2021-2

Page 9 of 11 ends

Rubber-Tired Earth Moving Equipment Operator
(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
(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
½ yds. up to and including 6 ½ yds.)
Soil Remediation Plant Operator (CMI, Envirotech or
Similar)
Soil Stabilizer and Reclaimer (WR-2400)
Somero SXP Laser Screed
Speed Swing Operator
Surface Heaters and Planer Operator
Tractor Compressor Drill Combination Operator
Tractor Operator (any type larger than D-5 – 100
flyweel H.P. and over, or similar – bulldozer,
tamper, scraper and push tractor, single engine)
Tractor Operator (boom attachments)
Traveling Pipe Wrapping, Cleaning and Bending
Machine Operator)
Trenching Machine Operator (over 6 ft. depth
capacity, manufacturer’s rating)
Trenching Machine with Road Miner Attachment
(over 6ft. depth capacity, manufacturer’s rating –
Oiler or Journeyman Trainee required)
Ultra High Pressure Waterjet Cutting Tool System
Mechanic
Water Pull (compaction)
Group 9 (for multi-shift rate, see Pages 5 and 6)
Heavy Duty Repairman (Multi-Shift)
Group 10
Backhoe Operator (over 5 cu. yds. M.R.C.)
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
Heavy Duty Repairman-Welder combination
Hydraulic Casing Oscillator Operator – drilling depth
of 105’ maximum
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.)
Pneumatic Pipe Ramming Tool and similar types
Pre-stressed Wrapping Machine Operator (2
Operators required)
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 ½ yds.)
Welder – Certified
Woods Mixer Operator (and similar pugmill
equipment)
Group 11 (for multi-shift rate, see Pages 5 and 6)
Heavy Duty Repairman – Welder Combination
(Multi-Shift)
Welder – Certified (Multi-Shift)
Group 12
Auto Grader Operator
Automatic Slip Form Operator
Backhoe Operator (over 7 cu. yds. M.R.C.)
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)
Excavator Track/Rubber Tired- with all attachments
(Operating Weight 100,000 lbs. – 200,000 lbs.)
Hoe Ram or similar with compressor
Hydraulic Casing Oscillator Operator – drilling depth
of 175’ maximum
Mass Excavator Operator – less than 750 cu. yds.

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)
Determination: SC-23-63-2-2021-2

Page 10 of 11 ends

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 the Push-Pull System
(single engine, up to and including 25 yds. struck)
Group 14
Canal Liner Operator
Canal Trimmer 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 300’ maximum)
Remote Controlled Earth Moving Operator ($1.00
per hour additional to base rate)
Wheel Excavator Operator (over 750 cu. yds. per
hour)
Group 15
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, caterpillar, euclid, athey wagon,
and similar types with any and all attachments
over 25 and up to and including 50 cu. yds.
struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(multiple engine - up to and including 25 yds.
struck)
Group 16
Excavator Track/Rubber Tired – with all attachments
(Operating Weight exceeding 200,000 lbs.)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, over 50 yds. struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the 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 the Push-Pull System
(multiple engine, euclid, caterpillar, and similar
type, 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
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 engines, 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)
Determination: SC-23-63-2-2021-2

Page 11 of 11 ends

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 cu. yds. struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment 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
Pedestal Concrete Pump Operator
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Tandem Push-Pull
System (multiple engine, euclid, caterpillar and
similar over 50 cu. yds struck
MISCELLANEOUS PROVISIONS:

1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift.

2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay.

3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay.

4. A review of rock drilling is currently pending. The minimum acceptable rate of pay for this classification or type of work on public works projects is Laborer and Related Classifications/Group 5 (Driller) as published in the Director’s General Prevailing Wage Determinations. However, the published rate for the craft/classification of Operating Engineer/Group 8 (Rock Drill or Similar Types) may be used by contractors to perform rock drilling on public works projects. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Pages 7 through 11. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity.
e Includes an amount withheld for supplemental dues.
f The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday.

STATE OF CALIFORNIA Gavin Newsom, Governor

DEPARTMENT OF INDUSTRIAL RELATIONS
Office of the Director – Research Unit
455 Golden Gate Avenue, 9th Floor
San Francisco, CA 94102
MAILING ADDRESS:

P. O. Box 420603
San Francisco, CA 94142-0603

IMPORTANT NOTICE TO AWARDING BODIES & ALL INTERESTED PARTIES REGARDING CHANGES TO THE DIRECTOR’S GENERAL PREVAILING WAGE DETERMINATIONS INTERIM DETERMINATION FOR THE CRAFT OF OPERATING ENGINEER# Determination:

SC-23-63-2-2022-1
Issue Date:

March 7, 2022
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

This determination applies to projects advertised for bids on or after March 17, 2022. These rates supersede the Operating Engineer wage rates issued in the following General Prevailing Wage Determination: SC-23-63-2-2021-2.

Wages and total hourly rates (including employer payments):

Page 2 of 11 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-63-2-2022-1

Page 3 of 11 ends

SC-23-63-2-2022-1
Issue Date:

March 7, 2022
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

This determination applies to projects advertised for bids on or after March 17, 2022. These rates supersede the Operating Engineer (Special Shift) wage rates issued in the following General Prevailing Wage Determination: SC-23-63-2-2021-2.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $50.15 8 $80.19 $105.265 $105.265 $130.34
Group 2 $50.93 8 $80.97 $106.435 $106.435 $131.90
Group 3 $51.22 8 $81.26 $106.870 $106.870 $132.48
Group 4 $52.71 8 $82.75 $109.105 $109.105 $135.46
Group 6 $52.93 8 $82.97 $109.435 $109.435 $135.90
Group 8 $53.04 8 $83.08 $109.600 $109.600 $136.12
Group 10 $53.16 8 $83.20 $109.780 $109.780 $136.36
Group 12 $53.33 8 $83.37 $110.035 $110.035 $136.70
Group 13 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 14 $53.46 8 $83.50 $110.230 $110.230 $136.96
Group 15 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 16 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 17 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 18 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 19 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 20 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 21 $54.33 8 $84.37 $111.535 $111.535 $138.70
Group 22 $54.43 8 $84.47 $111.685 $111.685 $138.90
Group 23 $54.54 8 $84.58 $111.850 $111.850 $139.12
Group 24 $54.66 8 $84.70 $112.030 $112.030 $139.36
Group 25 $54.83 8 $84.87 $112.285 $112.285 $139.70
Determination: SC-23-63-2-2022-1

Page 4 of 11 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-63-2-2022-1

Page 5 of 11 ends

SC-23-63-2-2022-1
Issue Date:

March 7, 2022
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

This determination applies to projects advertised for bids on or after March 17, 2022. These rates supersede the Operating Engineer (Multi-Shift) wage rates issued in the following General Prevailing Wage Determination: SC-23-63-2-2021-2.

Wages and total hourly rates (including employer payments):

Page 6 of 11 ends

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-63-2-2022-1

Page 7 of 11 ends

Classifications:

Group 1
Bargeman
Brakeman
Compressor Operator
Ditchwitch, 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
Heavy Duty Repairman Helper
Inertial Profiler
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 Dump Jack
Rotary Drill Helper (Oilfield)
Screening and Conveyor Machine Operator (or
similar types)
Skiploader (Wheel type up to ¾ 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, with all
attachments)
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
Boring System Electronic Tracking Locator
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)
Excavator Track/Rubber-Tired-with all attachments
(Operating weight under 21,000 lbs)
Guard Rail Post Driver Operator
Highline Cableway Signalman
Hydra-Hammer-Aero Stomper
Hydraulic Casing Oscillator Operator – drilling depth
of 30’ maximum
Micro Tunneling Operator (above ground tunnel)
Power Concrete Curing Machine Operator
Power Concrete Saw Operator
Power – Driver 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 Muck Truck
Group 5 (for multi-shift rate, see Pages 5 and 6)
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 Placer Operator
Concrete Planer Operator
Dandy Digger
Deck Engine Operator
Deck Engineer
Derrickman (oilfield type)
Determination: SC-23-63-2-2022-1

Page 8 of 11 ends

Drilling Machine Operator, Bucket or Auger types
(Calweld 100 bucker 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 (including water wells)
Forced Feed Loader
Hydraulic Casing Oscillator Operator – drilling depth
of 45’ maximum
Hydro 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, ClaryJohnson-Bidwell or similar) Micro Tunnel System Operator (below ground)
Pavement Breaker Operator
Railcar Mover
Road Oil Mixing Machine Operator
Roller Operator (asphalt or finish)
Rubber-Tired Earthmoving Equipment (single
engine, up to and including 25 yds. struck)
Self-Propelled Tar Pipelining Machine Operator
Skiploader Operator (crawler and wheel type, over
¾ yds. and up to and including 1½ 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. flyweel 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
Volumetric Mixer Operator
Welder - General
Group 7 (for multi-shift rate, see Pages 5 and 6)
Welder - General (Multi-Shift)
Group 8
Asphalt or Concrete Spreading Operator (tamping or
finishing)
Asphalt Paving Machine Operator (barber greene or
similar type, one (1) Screedman)
Asphalt-Rubber Distributor Operator
Backhoe Operator (up to and including ¾ yds.)
small ford, case or similar
Backhoe Operator (over ¾ yd. and up to 5 cu. yds.

Page 9 of 11 ends

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
(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
½ yds. up to and including 6 ½ yds.)
Soil Remediation Plant Operator (CMI, Envirotech or
Similar)
Soil Stabilizer and Reclaimer (WR-2400)
Somero SXP Laser Screed
Speed Swing Operator
Surface Heaters and Planer Operator
Tractor Compressor Drill Combination Operator
Tractor Operator (any type larger than D-5 – 100
flyweel H.P. and over, or similar – bulldozer,
tamper, scraper and push tractor, single engine)
Tractor Operator (boom attachments)
Traveling Pipe Wrapping, Cleaning and Bending
Machine Operator)
Trenching Machine Operator (over 6 ft. depth
capacity, manufacturer’s rating)
Trenching Machine with Road Miner Attachment
(over 6ft. depth capacity, manufacturer’s rating –
Oiler or Journeyman Trainee required)
Ultra High Pressure Waterjet Cutting Tool System
Mechanic
Water Pull (compaction)
Group 9 (for multi-shift rate, see Pages 5 and 6)
Heavy Duty Repairman (Multi-Shift)
Group 10
Backhoe Operator (over 5 cu. yds. M.R.C.)
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
Heavy Duty Repairman-Welder combination
Hydraulic Casing Oscillator Operator – drilling depth
of 105’ maximum
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.)
Pneumatic Pipe Ramming Tool and similar types
Pre-stressed Wrapping Machine Operator (2
Operators required)
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 ½ yds.)
Welder – Certified
Woods Mixer Operator (and similar pugmill
equipment)
Group 11 (for multi-shift rate, see Pages 5 and 6)
Heavy Duty Repairman – Welder Combination
(Multi-Shift)
Welder – Certified (Multi-Shift)
Group 12
Auto Grader Operator
Automatic Slip Form Operator
Backhoe Operator (over 7 cu. yds. M.R.C.)
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)
Excavator Track/Rubber Tired- with all attachments
(Operating Weight 100,000 lbs. – 200,000 lbs.)
Hoe Ram or similar with compressor
Hydraulic Casing Oscillator Operator – drilling depth
of 175’ maximum
Mass Excavator Operator – less than 750 cu. yds.

Page 10 of 11 ends

Group 13
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, up to and including 25 yds. struck)
Group 14
Canal Liner Operator
Canal Trimmer 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 300’ maximum)
Remote Controlled Earth Moving Operator ($1.00
per hour additional to base rate)
Wheel Excavator Operator (over 750 cu. yds. per
hour)
Group 15
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, caterpillar, euclid, athey wagon,
and similar types with any and all attachments
over 25 and up to and including 50 cu. yds.
struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(multiple engine - up to and including 25 yds.
struck)
Group 16
Excavator Track/Rubber Tired – with all attachments
(Operating Weight exceeding 200,000 lbs.)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, over 50 yds. struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the 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 the Push-Pull System
(multiple engine, euclid, caterpillar, and similar
type, 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
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 engines, 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)
Determination: SC-23-63-2-2022-1

Page 11 of 11 ends

2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Laborer and Related Classifications #
Determination:

SC-23-102-2-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties.

Wages and Employer Payments:

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Saturday
Overtime
Hourly
Rate
(1 ½ X) cd
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group 1 $37.43 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $62.03 $80.745 $80.745 $99.46 Group 2 $37.98 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $62.58 $81.570 $81.570 $100.56 Group 3 $38.53 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $63.13 $82.395 $82.395 $101.66 Group 4 $40.08 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $64.68 $84.720 $84.720 $104.76 Group 5 $40.43 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $65.03 $85.245 $85.245 $105.46 Determination: SC-23-102-2-2021-1

Page 2 of 3 ends

Group 1
Boring Machine Helper (Outside)
Certified Confined Space Laborer
Cleaning and Handling of Panel Forms
Concrete Screeding for Rough Strike-Off
Concrete, Water Curing
Demolition Laborer, the cleaning of brick if performed by an employee performing any other phase of demolition
work, and the cleaning of lumber
Fiberoptic Installation, Blowing, Splicing, and Testing Technician on public right-of-way only
Fire Watcher, Limbers, Brush Loaders, Pilers and
Debris Handlers
Flagman
Gas, Oil and/or Water Pipeline Laborer
Laborer, Asphalt-Rubber Material Loader
Laborer, General or Construction
Laborer, General Cleanup
Laborer, Jetting
Laborer, Temporary Water and Air Lines
Plugging, Filling of Shee-Bolt Holes; Dry Packing of
Concrete and Patching
Post Hole Digger (Manual)
Railroad Maintenance, Repair Trackman and Road
Beds; Streetcar and Railroad Construction Track
Laborers
Rigging and Signaling
Scaler
Slip Form Raisers
Tarman and Mortar Man
Tool Crib or Tool House Laborer
Traffic Control by any method
Water Well Driller Helper
Window Cleaner
Wire Mesh Pulling - All Concrete Pouring Operations
Group 2
Asphalt Shoveler
Cement Dumper (on 1 yard or larger mixer and handling
bulk cement)
Cesspool Digger and Installer
Chucktender
Chute Man, pouring concrete, the handling of the chute
from readymix trucks, such as walls, slabs, decks,
floors, foundations, 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 Man
Guinea Chaser
Headerboard Man-Asphalt
Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing Asphalt
Laborer, Packing Rod Steel and Pans
Membrane Vapor Barrier Installer
Power Broom Sweepers (small)
Riprap, Stonepaver, placing stone or wet sacked
concrete
Roto Scraper and Tiller
Sandblaster (Pot Tender)
Septic Tank Digger and Installer (leadman)
Tank Scaler and Cleaner
Tree Climber, Faller, Chain Saw Operator, Pittsburgh
Chipper and similar type Brush Shredders
Underground Laborer, including Caisson Bellower
Group 3
Asphalt Installation of all fabrics
Buggymobile Man
Compactor (all types including Tampers, Barko,
Wacker)
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-inch pipe
and over by any method, inside and out
Impact Wrench, Multi-Plate
Kettlemen, Potmen and Men applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
Laborer, Fence Erector
Material Hoseman (Walls, Slabs, Floors and Decks)
Operators of Pneumatic, Gas, Electric Tools, Vibrating
Machines, Pavement Breakers, Air Blasting, ComeAlongs, and similar mechanical tools not separately classified herein; operation of remote controlled
robotic tools in connection with Laborers work
Pipelayer's backup man, coating, grouting, making of
joints, sealing, caulking, diapering and including
rubber gasket joints, pointing and any and all other
services
Power Post Hole Digger
Rock Slinger
Rotary Scarifier or Multiple Head Concrete Chipping
Scarifier
Steel Headerboard Man and Guideline Setter
Trenching Machine, Hand Propelled
Group 4
Any Worker Exposed to Raw Sewage
Asphalt Raker, Luteman, Ironer, Asphalt Dumpman, and
Asphalt Spreader Boxes (all types)
Concrete Core Cutter (walls, floors or ceilings), Grinder or Sander
Concrete Saw Man, Cutting Walls or Flat Work, Scoring
old or new concrete
Cribber, Shorer, Lagging, Sheeting and Trench Bracing,
Hand-Guided Lagging Hammer
Head Rock Slinger
High Scaler (including drilling of same)
Laborer, Asphalt-Rubber Distributor Bootman
Laser Beam in connection with Laborer's work
Oversize Concrete Vibrator Operator, 70 pounds and
over
Pipelayer
Prefabricated Manhole Installer
Sandblaster (Nozzleman), Water Blasting, Porta ShotBlast Subsurface Imaging Laborer
Traffic Lane Closure, certified
Group 5
Blasters Powderman
Driller
Toxic Waste Removal
Welding, certified or otherwise in connection with
Laborers’ work
Determination: SC-23-102-2-2021-1

Page 3 of 3 ends

Recognized holidays:

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classification within each group, see next page. b Includes an amount per hour worked for supplemental dues c Any hours worked over 12 hours in a single workday are double (2) time. d Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather or similar Act of God, or a situation beyond the employer’s control.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Parking and Highway Improvement (Striping, Slurry and Seal Coat Operations-Laborer)# Determination:

SC-23-102-6-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation/
Holidayb Training Other Hoursc
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
6th & 7th Day
Overtime
Hourly
Rated
(1½ x)
Holiday
Overtime
Hourly
Rate
(2 X)
Group 1 $40.10 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $62.40 $82.45 $82.45 $102.50 Group 2 $41.40 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $63.70 $84.40 $84.40 $105.10 Group 3 $43.41 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $65.71 $87.415 $87.415 $109.12 Group 4 $45.15 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $67.45 $90.025 $90.025 $112.60 Recognized holidays:

Determination: SC-23-102-6-2022-1

Page 2 of 2 ends

Travel and/or subsistence payment:

CLASSIFICATION GROUPS:

Group 1
Protective coating, Pavement sealing (repairs
and filling of cracks by any method to
parking lots, game courts and playgrounds,
and tracks, whether indoor or outdoor)
Truck Mounted Attenuator
Automatous Truck Mounted Attenuator
Installation of carstops
Traffic Control Person & Serviceman;
including work of installing and protecting
utility covers, traffic delineating devices,
posting of no parking and notifications for
public convenience
Asphalt Repair
Equipment Repair Technician
Truncated Dome Assitant
Decorative Asphalt Surfacing Applicator
Assistant
Group 2
Traffic Surface Abrasive Blaster
Pot Tender
Traffic Control Person/Certified Traffic Control
Person
Repairing and filling of cracks and surface
cleaning on streets, highways, and airports
by any means, and other work not directly
connected with the application of slurry seal
Slurry Seal Squeegeeman (finisher)
Bob Cat/Skid Steer
Seal Roller
Forklift
Group 3
Traffic Delineating Device Applicator
Traffic Protective System Installer
Pavement Marking Applicator
Slurry Seal Applicator Operator (Line Driverincluding self-contained distribution units, aggregate spreader truck)
Shuttleman (loader/slurry machine
operations) operation of all related
machinery and equipment; handling of
related materials
Truncated Dome Technician
Decorative Asphalt Surfacing Applicator
Group 4
Traffic Striping Applicator
Slurry Seal Mixer Operator
Power Broom Sweeper (operation of all
related trucks, machinery and
equipment; Handling of related
materials)
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Page 2. b Includes an amount per hour worked for Supplemental Dues. c Straight-time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days, Monday through Sunday shall constitute a week’s work at straight time.
d The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TUNNEL WORKER (LABORER)
Determination:

SC-23-102-12-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties.

Wages and Employer Payments:

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation/
Holidayb Training Other Hours
Total
Hourly
Rate
Daily
Overtime
Hourly
Ratec
(1½ X)
Saturday
Overtime
Hourly
Ratec
(1½ X)
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group I $43.68 $8.10 $10.32 $4.87 $0.70 $0.61 8 $68.280 $90.120 $90.120 $111.960 Group II $44.00 $8.10 $10.32 $4.87 $0.70 $0.61 8 $68.600 $90.600 $90.600 $112.600 Group III $44.46 $8.10 $10.32 $4.87 $0.70 $0.61 8 $69.060 $91.290 $91.290 $113.520 Group IVd $45.15 $8.10 $10.32 $4.87 $0.70 $0.61 8 $69.750 $92.325 $92.325 $114.900 Recognized holidays:

Determination: SC-23-102-12-2021-1

Page 2 of 2 ends

Travel and/or subsistence payment:

Classifications:

Group I
Batch Plant Laborer
Bottom Lander
Changehouseman
Dumpman
Outside Dumpman
Loading and Unloading Agitator Cars
Nipper
Pot Tender using mastic or other materials
Rollover Dumpman
Shotcrete Man (helper)
Subsurface Laborer (non-miner)
Swamper/Brakemen (Brakeman and
Switchman on tunnel work)
Tool Man
Top Lander
Tunnel Materials Handling Man
Group II
Bull Gang Mucker
Trackman
Chemical Grout Jetman
Chucktender
Cabletender
Concrete crew-include Rodders and
Spreaders
Grout Mixerman
Grout Pumpman
Operating of Troweling and/or Grouting
Machines
Vibratorman
Jack Hammer Pneumatic Tools (except
driller)
Group III
Blaster
Driller
Powderman
Cherry Pickerman
Grout Gunman
Jackleg Miner
Jumbo Man
Kemper and other Pneumatic Concrete
Placer Operator
Miner - Tunnel (hand or machine)
Micro-Tunneling, Micro-Tunneling Systems
Nozzleman
Powderman-Primer House
Primer Man
Sandblaster
Segment Erector
Steel Form Raiser and Setter
Timberman, Retimberman, wood or steel
Tunnel Concrete Finisher
Group IV
Shaft and Raise Workd
Diamond Driller
a For classifications within each group, see Page 2.
b Includes an amount per hour worked for supplemental dues. c All work performed over 12 hours in a single work day shall be paid for at double time (2x). d The classification “Shaft and Raise Work” shall be applicable to all work from the entrance to the shaft or raise and including surge chambers.

This classification shall apply to all work involving surge chambers up to ground level.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Cement Mason#
Determination:

SC-23-203-2-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday a
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) b
Saturday
Overtime
Hourly
Rate
(1 ½ X) b
c
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Cement Mason, Curb and
Gutter Machine Operator; Clary
and Similar Type of Screed
Operator (Cement only);
Grinding Machine Operator (all
types); Jackson Vibratory, Texas
Screed and Similar Type Screed
Operator; Scoring Machine
Operator
$40.05 $8.38 $10.26 $7.28 $0.64 $0.24 8.0 $66.85 $86.875 $86.875 $106.90 Magnesite, magnesite-terrazzo
and mastic composition, Epoxy,
Urethanes and exotic coatings,
Dex-O-Tex
$40.17 $8.38 $10.26 $7.28 $0.64 $0.24 8.0 $66.97 $87.055 $87.055 $107.14 Determination: SC-23-203-2-2021-1

Page 2 of 2 ends

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount for supplemental dues. b Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other time is paid at the double time (2X) rate. c Saturday in the same work week may be worked at straight-time rate, up to 8 hours on Saturday or when the employee has worked a total of 40 hours in the work week, if it is not reasonably possible for any individual employee on a particular job site to complete 40 hours of work on a 8 hour day, Monday through Friday, due to inclement weather or similar act of God or a situation beyond the control of the contractor.

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) Determination:

SC-23-261-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1½ x)
Saturday
Overtime
Hourly
Rateb
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group I $34.09 8 $65.63 $82.675 $82.675 $99.72
Group II $34.24 8 $65.78 $82.90 $82.90 $100.02
Group III $34.37 8 $65.91 $83.095 $83.095 $100.28
Group IV $34.56 8 $66.10 $83.38 $83.38 $100.66
Group V $34.59 8 $66.13 $83.425 $83.425 $100.72
Group VI $34.62 8 $66.16 $83.47 $83.47 $100.78
Group VII $34.87 8 $66.41 $83.845 $83.845 $101.28
Group VIII $35.12 8 $66.66 $84.22 $84.22 $101.78
Group IX $35.32 8 $66.86 $84.52 $84.52 $102.18
Group X $35.62 8 $67.16 $84.97 $84.97 $102.78
Group XI $36.12 8 $67.66 $85.72 $85.72 $103.78
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $20.12
Pension $6.00
Vacation and Holidayc $3.15
Training $1.82
Other $0.45
Determination: SC-23-261-2-2021-2

Page 2 of 7 ends

Wages and total hourly rates (including employer payments):

Classificationd
(Subjourneyman)
Basic
Hourly
Rate
Total
Hourly
Rate
Hours
Daily
Overtime
Hourly
Rateb
(1½ x)
Saturday
Overtime
Hourly
Rateb
(1½x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
0-2000 hours $20.30 $50.69 8 $60.84 $60.84 $70.99
2001-4000 hours $22.30 $52.94 8 $64.09 $64.09 $75.24
4001-6000 hours $24.30 $55.19 8 $67.34 $67.34 $79.49
Over 6000 hours and thereafter at journeyman rates.

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $20.12
Pension $6.00
Vacation and Holidayc $2.00 ($2.25 for 2001-4000 hours; $2.50 for 4001-6000 hours) Training $1.82
Other $0.45
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-261-2-2021-2

Page 3 of 7 ends

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (SPECIAL SHIFT)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
Determination:

SC-23-261-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1½ x)
Saturday
Overtime
Hourly Rateb
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group I $34.59 8 $66.13 $83.425 $83.425 $100.72
Group II $34.74 8 $66.28 $83.65 $83.65 $101.02
Group III $34.87 8 $66.41 $83.845 $83.845 $101.28
Group IV $35.06 8 $66.60 $84.13 $84.13 $101.66
Group V $35.09 8 $66.63 $84.175 $84.175 $101.72
Group VI $35.12 8 $66.66 $84.22 $84.22 $101.78
Group VII $35.37 8 $66.91 $84.595 $84.595 $102.28
Group VIII $35.62 8 $67.16 $84.97 $84.97 $102.78
Group IX $35.82 8 $67.36 $85.27 $85.27 $103.18
Group X $36.12 8 $67.66 $85.72 $85.72 $103.78
Group XI $36.62 8 $68.16 $86.47 $86.47 $104.78
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $20.12
Pension $6.00
Vacation and Holidayc $3.15
Training $1.82
Other $0.45
Determination: SC-23-261-2-2021-2

Page 4 of 7 ends

Wages and total hourly rates (including employer payments):

Classificationd
(Subjourneyman)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1½ x)
Saturday
Overtime
Hourly Rateb
(1½x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
0-2000 hours $20.30 $50.69 8 $60.84 $60.84 $70.99
2001-4000 hours $22.30 $52.94 8 $64.09 $64.09 $75.24
4001-6000 hours $24.30 $55.19 8 $67.34 $67.34 $79.49
Over 6000 hours and thereafter at journeyman rates.

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $20.12
Pension $6.00
Vacation and Holidayc $2.00 ($2.25 for 2001-4000 hours; $2.50 for 4001-6000 hours) Training $1.82
Other $0.45
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-261-2-2021-2

Page 5 of 7 ends

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (SECOND SHIFT)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
Determination:

SC-23-261-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hourse
Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1½ x)
Saturday
Overtime
Hourly Rateb
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group I $35.09 8 $66.63 $84.175 $84.175 $101.72
Group II $35.24 8 $66.78 $84.40 $84.40 $102.02
Group III $35.37 8 $66.91 $84.595 $84.595 $102.28
Group IV $35.56 8 $67.10 $84.88 $84.88 $102.66
Group V $35.59 8 $67.13 $84.925 $84.925 $102.72
Group VI $35.62 8 $67.16 $84.97 $84.97 $102.78
Group VII $35.87 8 $67.41 $85.345 $85.345 $103.28
Group VIII $36.12 8 $67.66 $85.72 $85.72 $103.78
Group IX $36.32 8 $67.86 $86.02 $86.02 $104.18
Group X $36.62 8 $68.16 $86.47 $86.47 $104.78
Group XI $37.12 8 $68.66 $87.22 $87.22 $105.78
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $20.12
Pension $6.00
Vacation and Holidayc $3.15
Training $1.82
Other $0.45
Determination: SC-23-261-2-2021-2

Page 6 of 7 ends

Wages and total hourly rates (including employer payments):

Classificationd
(Subjourneyman)
Basic
Hourly
Rate
Hourse
Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1½ x)
Saturday
Overtime
Hourly Rateb
(1½x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
0-2000 hours $20.30 $50.69 8 $60.84 $60.84 $70.99
2001-4000 hours $22.30 $52.94 8 $64.09 $64.09 $75.24
4001-6000 hours $24.30 $55.19 8 $67.34 $67.34 $79.49
Over 6000 hours and thereafter at journeyman rates.

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $20.12
Pension $6.00
Vacation and Holidayc $2.00 ($2.25 for 2001-4000 hours; $2.50 for 4001-6000 hours) Training $1.82
Other $0.45
Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-23-261-2-2021-2

Page 7 of 7 ends

Classifications:

Group I
Warehouseman and Teamster
Group II
Driver of Vehicle or Combination of Vehicles - 2 axles
Traffic Control Pilot Car, excluding moving heavy
equipment permit load
Truck Mounted Power Broom
Group III
Driver of Vehicle or Combination of Vehicles - 3 axles
Bootman
Cement Mason Distribution Truck
Fuel Truck Driver
Water Truck - 2 axles
Dump Truck of less than 16 yards water level
Erosion Control Driver
Group IV
Driver of Transit Mix Truck-Under 3 yds
Dumpcrete Truck Less than 6½ yards water level
Truck Repairman Helper
Group V
Water Truck 3 or more axles
Warehouseman Clerk
Slurry Truck Driver
Group VI
Driver of Transit Mix Truck - 3 yds or more
Dumpcrete Truck 6½ yds water level and over
Driver of Vehicle or Combination of Vehicles - 4 or
more axles
Driver of Oil Spreader Truck
Dump Truck 16 yds to 25 yds water level
Side Dump Trucks
Flow Boy Dump Trucks
Group VII
A Frame, Swedish Crane or Similar
Forklift Driver
Ross Carrier Driver
Group VIII
Dump Truck of 25 yds to 49 yards water level
Truck Repairman
Water Pull Single Engine
Welder
Group IX
Truck Repairman Welder
Low Bed Driver, 9 axles or over
Group X
Working Truck Driver
Truck Greaser and Tireman - $0.50 additional for
Tireman
Pipeline and Utility Working Truck Driver, including
Winch Truck and Plastic Fusion, limited to Pipeline
and Utility Work
Dump Truck and Articulating - 50 yards or more water
level
Water Pull Single Engine with attachment
Group XI
Water Pull Twin Engine
Water Pull Twin Engine with attachments
Winch Truck Driver - $0.25 additional when operating
a Winch or similar special attachment
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Page 7. b Rate applies to the first 4 daily overtime hours on weekdays and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. c Includes an amount for Supplemental Dues. d Subjourneyman may be employed at a ratio of one subjourneyman for every five journeyman. e The third shift shall work 6.5 hours, exclusive of meal period, for which 8-hours straight time shall be paid at the non-shift rate, Monday through Friday.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Drywall Installer/Lather (Carpenter)#
Determination:

SC-31-X-41-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director - Research Unit (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday a
Training Other
b
Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Saturday
Overtime
Hourly
Rate
(1 ½ X) c
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Drywall Installer/Lather $44.44 $8.00 $5.66 $7.16 $0.62 $2.77 8.0 $68.65 $90.87 $90.87 $113.09 Determination:

SC-31-X-41-2022-1A
Issue Date:

February 22, 2022
Expiration date of determination:

Determination: SC-31-X-41

Page 2 of 2 ends

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties
Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday a
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Saturday
Overtime
Hourly
Rate
(1 ½ X) c
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Stocker, Scrapper $15.00 $4.00 $0.00 $8.16 $0.62 $0.00 8.0 $27.78 $35.28 $35.28 $42.78 Recognized holidays:

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount per hour worked for supplemental dues. b Includes an amount for Annuity. c Rate applies to the first 4 daily overtime hours and to the first 8 hours on Saturday. All other overtime will be paid the Sunday and Holiday double time rate. Saturdays in the same workweek may be worked at straight-time if job is shut down during the normal work week due to inclement weather.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Elevator Constructor#
Determination:

SC-62-X-999-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

July 8, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Los Angeles, Orange, Riverside, San Diego, Santa Barbara and Ventura counties. Portions of Kern, San Bernardino and San Luis Obispo counties are detailed below a.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension
b
Vacation
and
Holiday c
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) d
Saturday
Overtime
Hourly
Rate
(1 ½ X) d
Sunday/
Holiday
Overtime
Hourly
Rate
Mechanic $61.34 $16.025 $20.21 $5.57 $0.65 $0.60 8.0 $104.395 $135.065 $135.065 $165.735 Mechanic (employed in
industry more than 5 years) $61.34 $16.025 $20.21 $6.80 $0.65 $0.60 8.0 $105.625 $136.295 $136.295 $166.965 Helper e $42.94 $16.025 $20.21 $3.90 $0.65 $0.60 8.0 $84.325 $105.795 $105.795 $127.265 Helper (employed in industry
more than 5 years) e $42.94 $16.025 $20.21 $4.76 $0.65 $0.60 8.0 $85.185 $106.655 $106.655 $128.125 Recognized holidays:

Determination: SC-62-X-999-2022-1

Page 2 of 2 ends

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Applies to that portion of these counties south of the Tehachapi Line. For more information contact the Office of the Director – Research Unit. b Includes an amount for Annuity Trust Fund.
c Includes an amount for 8 paid holidays.
d For Contract Service work only. All other overtime is paid at the Sunday/Holiday rate. e Ratio: The total number of Helpers employed shall not exceed the number of Mechanics on any one job. When removing old and installing new cables on existing elevator installations, the Company may use two (2) Helpers, Apprentices or Assistant Mechanics to one (1) Mechanic.

Two (2) Helpers, Apprentices or Assistant Mechanics to each three (3) Mechanics may be employed in Contract Service work only. For more information on the use of Helpers, contact the Office of the Director – Research Unit.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Dredger (Operating Engineer)#
Determination:

SC-63-12-23-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

July 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties.

Wages and Employer Payments:

Classification
Basic
Hourly
Rate
Health
and
Welfare
Pension aVacation
and
Holiday
b
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Saturday
Overtime
Hourly
Rate
(1 ½ X) c
Sunday
Overtime
Hourly
Rate
(2 X)
Holiday
Overtime
Hourly
Rate
(3X)
Chief Engineer, Deck
Captain $54.35 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $87.95 $115.125 $115.125 $142.30 $196.65 Leverman $57.35 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $90.95 $119.625 $119.625 $148.30 $205.65 Watch Engineer,
Deckmate $51.27 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $84.87 $110.505 $110.505 $136.14 $187.41 Winchman (Stern
Winch on Dredge) $50.72 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $84.32 $109.68 $109.68 $135.04 $185.76 Fireman-Oiler,
Leveehand,
Deckhand (can
operate anchor scow
under direction of
mate), Bargeman
$50.18 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $83.78 $108.87 $108.87 $133.96 $184.14 Dozer Operator $51.38 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $84.98 $110.67 $110.67 $136.36 $187.74 Hydrographic
Surveyor $52.81 $11.85 $13.65 $6.90 $1.05 $0.15 8.0 $86.41 $112.815 $112.815 $139.22 $192.03 Determination: SC-63-12-23-2021-1

Page 2 of 2 ends

Travel and/or subsistence payment:

MISCELLANEOUS PROVISION:

Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount for annuity. b Includes an amount for supplemental dues. c Rate applies to the first 4 daily overtime hours and first 12 hours on Saturdays. All other time is paid at the Sunday overtime rate.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Landscape Operating Engineer#
Determination:

SC-63-12-33-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

October 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pensiona Vacation
and
Holidayb
Training Other Hours Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly
Ratec
(1½ X)
Sunday
Overtime
Hourly
Rated
(2X)
Holiday
Overtime
Hourly
Rated
(3X)
Landscape Operating
Engineer:

Backhoe Operators; ForkliftsTree Planting Equipment
(jobsite); HDR WelderLandscape, Irrigation,
Operating Engineer’s
Equipment; Roller Operators;
Rubber-tired & Track
Earthmoving Equipment;
Skiploader Operators;
Trencher-31 horsepower and
up
$42.76 $11.85 $13.15 $3.60 $1.05 $0.15 8.0 $72.56 $93.94 $115.32 $158.08 Determination: SC-63-12-33-2022-1

Page 2 of 2 ends

Recognized holidays:

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount for the Defined Contribution Plan (Annuity). b Includes an amount per hour worked for supplemental dues. c Rate applies to the first four overtime hours daily and the first twelve hours on Saturday. Thereafter use the Sunday overtime rate. d All work performed on a Dewatering Operation on holidays and all other work on holidays except Labor Day and the 1st Saturday following the 1st Friday in the months of June and December is paid at Sunday rate.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Landfill Worker (Operating Engineer)
Determination:

SC-63-12-41-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare a
Pension
Vacation
and
Holiday b
Hours
Total
Hourly
Rate c
Daily/Holiday
Overtime
Hourly Rate
(1 ½ X) d
Sunday
Overtime
Hourly
Rate
(2 X)
Heavy Duty Repairman and/or Welder $35.55 $6.22 $9.65 $0.68e 8.0 $52.10 $69.875 $87.65 Equipment Operator II $26.70 $6.05 $9.65 $0.51f 8.0 $42.91 $56.26 $69.61 Equipment Operator III $27.70 $6.07 $9.65 $0.53g 8.0 $43.95 $57.80 $71.65 PM Tech $24.90 $6.02 $9.65 $0.48h 8.0 $41.05 $53.50 $65.95 Laborer/Spotter $17.43 $5.88 $4.07 $0.34i 8.0 $27.72 $36.435 $45.15 Recognized holidays:

Determination: SC-63-12-41-2022-1

Page 2 of 2 ends

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. a Includes amounts for Sick Leave and Health Insurance that apply to the first 173.33 hours worked per month. b This amount applies to the first 173.33 hours worked per month. c Computation is based on the first year of employment. This rate should be increased by any applicable vacation increase as stated in the other footnotes.
d Rate applies to all hours worked in excess of forty (40) hours in a workweek or in excess of eight (8) hours in any one day. Rate also applies to sixth consecutive day of work. For any daily hours worked in excess of twelve (12) hours, the Sunday overtime rate would apply. e $1.37 after 2 years of service; $2.05 after 5 years of service. f $1.03 after 2 years of service; $1.54 after 5 years of service. g $1.07 after 2 years of service; $1.60 after 5 years of service. h $0.96 after 2 years of service; $1.44 after 5 years of service. i $0.67 after 2 years of service; $1.01 after 5 years of service.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Gunite Worker (Laborer)
Determination:

SC-102-345-1-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate a
Health
and
Welfare
Pension Vacation
and
Holiday
b
Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Daily
Overtime
Hourly
Rate
(2 X)
Saturday
Overtime
Hourly
Rate
(1 ½ X) d e
Saturday
Overtime
Hourly
Rate
(2 X) e
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Ground Wire
Man,
Nozzleman,
Rodman
$46.50 $8.10 $8.10 $6.20 $0.09 8.0 $68.99 $92.24 $115.49 $92.24 $115.49 $115.49 Gunman $45.55 $8.10 $8.10 $6.20 $0.09 8.0 $68.04 $90.815 $113.59 $90.815 $113.59 $113.59 Reboundman $42.01 $8.10 $8.10 $6.20 $0.09 8.0 $64.50 $85.505 $106.51 $85.505 $106.51 $106.51 Entry-Level
Gunite Worker
Step 1 f (0-1000
hours)
$29.75 $5.03 $7.21 $6.20 $0.06 8.0 $48.25 $63.125 $78.00 $63.125 $78.00 $78.00 Entry-Level
Gunite Worker
Step 2 f (1001-
2000 hours)
$31.75 $5.03 $7.21 $6.20 $0.06 8.0 $50.25 $66.125 $82.00 $66.125 $82.00 $82.00 Determination: SC-102-345-1-2021-1

Page 2 of 2 ends

Recognized holidays:

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. a Employees working from a Bos’n’s Chair or suspended from a rope or cable shall receive $0.40/hour above this rate. b Includes an amount per hour worked for Supplemental Dues. c Rate applies to the first 3 overtime hours.
d Rate applies to the first 11 overtime hours.
e In the event it is not reasonably possible to complete forty (40) hours of work on an eight (8) hour day shift, Monday through Friday, then the balance of the forty (40) hours may be worked on Saturday at the straight time rate. f Ratio is one Entry-Level Gunite Worker for the 1st 4 Journeymen on the job (although the Entry-Level Gunite Worker may be the 2nd worker on the job) and 1 Entry-Level Gunite Worker for every 4 Journeymen thereafter (the Entry-Level Gunite Worker may not be on the job until after all 4 Journeymen are on the job).

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Housemover (Laborer)
Determination:

SC-102-507-1-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday a
Training Other
b
Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Saturday
Overtime
Hourly
Rate
(1 ½ X) c
d
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Housemover $37.48 $8.10 $10.32 $4.87 $0.70 $0.51 8.0 $61.98 $80.72 $80.72 $99.46 Recognized holidays:

Travel and/or subsistence payment:

Determination: SC-102-507-1-2021-1

Page 2 of 2 ends

a Includes Supplemental Dues contribution.
b Include an amount for Contract Administration Fund ($0.07), Contract Compliance Trust Fund ($0.30), Industry Fund ($0.08), and Laborers Trusts' Administrative Trust Fund ($0.06).
c Any hours over 12 hours in a single workday are double time. d If the employee is unable to complete the forty (40) hours during the normal workweek, Monday through Friday, due to inclement weather or a situation beyond the employers control, then the balance of the forty (40) hours may be worked on Saturday at the straight-time rate in the same workweek.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Asbestos and Lead Abatement (Laborer)
Determination:

SC-102-882-1-2021-1
Issue Date:

February 22, 2021
Expiration date of determination:

July 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidaya
Training Otherb Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Ratec
(1 ½ X)
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Asbestos and Lead
Abatement Worker $37.49 $8.10 $10.07 $4.97 $0.75 $0.51 8.0 $61.89 $80.635 $80.635 $99.38 Note:

Asbestos Abatement must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58, the California Labor Code 6501.5 and the California Code of Regulations Title 8, Section 5208. Contractors must be certified by the Contractors' State License Board and registered with the Division of Occupational Safety and Health (DOSH). For further information, contact the Asbestos Contractors Abatement Registration Unit, DOSH at (916) 574-2993.

Recognized holidays:

Page 2 of 2 ends

Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

Travel and/or subsistence payment:

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Horizontal Directional Drilling (Laborer)#
Determination:

SC-102-1184-1-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday a
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X) b
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group 1 (Drilling Crew Laborer) $38.89 $8.10 $6.67 $3.40 $0.40 $0.99 8.0 $58.45 $77.895 $77.895 $97.340 Group 2 (Vehicle Operator/
Hauler) $39.06 $8.10 $6.67 $3.40 $0.40 $0.99 8.0 $58.62 $78.150 $78.150 $97.68 Group 3 (Horizontal Directional
Drill Operator) $40.91 $8.10 $6.67 $3.40 $0.40 $0.99 8.0 $60.47 $80.925 $80.925 $101.38 Group 4 (Electronic Tracking
Locator, Subsurface Imaging
Laborer)
$42.91 $8.10 $6.67 $3.40 $0.40 $0.99 8.0 $62.47 $83.925 $83.925 $105.38 Recognized holidays:

Page 2 of 2 ends

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount for Supplemental Dues. b In the event, due to inclement weather, major equipment breakdown, or similar Act of God, it is not reasonably possible to complete forty (40) hours of work Monday through Friday, then the balance of the forty (40) hours may be worked on Saturday at the straight-time rate.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: LANDSCAPE/IRRIGATION LABORER/TENDER#
Determination:

SC-102-X-14-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

July 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classification
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidaya
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1 ½ X)
Saturday
Overtime
Hourly
Rateb
(1 ½ X)
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Landscape/Irrigation Laborer $35.62 $8.10 $10.32 $4.87 $0.70 $0.48 8.0 $60.09 $77.90 $77.90 $95.71 Landscape Hydro Seeder $36.72 $8.10 $10.32 $4.87 $0.70 $0.48 8.0 $61.19 $79.55 $79.55 $97.91 Determination:

SC-102-X-14-2022-1A
Issue Date:

February 22, 2022
Expiration date of determination:

July 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Determination: SC-102-X-14-2022-1

Page 2 of 2 ends

Wages and Employer Payments:

Classification
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidaya
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rateb
(1 ½ X)
Saturday
Overtime
Hourly
Rateb
(1 ½ X)
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Landscape/Irrigation Tenderc $15.87 $2.75 $1.69 $1.03 $0.00 $0.00 8.0 $21.34 $29.275 $29.275 $37.21 Recognized holidays:

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount per hour worked for Supplemental Dues. b Rate applies to first 4 daily overtime hours and the first 12 hours on Saturday. All other time is paid at the Sunday and Holiday double-time rate.
c The first employee on the jobsite shall be a Landscape/Irrigation Laborer; the second employee on the jobsite must be an Apprentice or a Landscape/Irrigation Laborer; and the third and fourth employees may be Tenders. The fifth employee on the jobsite shall be a Landscape/Irrigation Laborer; the sixth employee must be an Apprentice or a Landscape/Irrigation Laborer; and the seventh and eight employees may be Tenders. Thereafter, Tenders may be employed with Landscape/Irrigation Laborers in a 50/50 ratio on each jobsite.

However, plant establishment may be performed exclusively by Landscape/Irrigation Tenders without the supervision of a Journeyman.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: TREE MAINTENANCE (LABORER) 1
(APPLIES ONLY TO ROUTINE TREE MAINTENANCE WORK, NOT CONSTRUCTION AND/OR LANDSCAPE CONSTRUCTION) 2 Determination:

SC-102-X-20-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holiday
Training Other Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1 ½ X)
Sunday/Holiday
Overtime Hourly
Rate (2 X)
Senior Tree Trimmer $23.14 $2.65 $2.26 $2.47 $0.00 $0.30 8.0 $30.82 $42.39 $53.96 Tree Trimmer $21.14 $2.65 $2.26 $2.27 $0.00 $0.30 8.0 $28.62 $39.19 $49.76 Groundperson $19.50 $2.65 $2.26 $2.12 $0.00 $0.30 8.0 $26.83 $36.58 $46.33 Recognized holidays:

Determination: SC-102-X-20-2022-1

Page 2 of 2 ends

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 1 This determination does not apply to the work of a landscape laborer employed on landscape construction (work incidental to construction or post-construction maintenance during the plant installation and establishment period) or to tree trimming work involving line clearance. 2 This determination does not apply to the work of a landscape laborer employed on landscape construction (work incidental to construction or post-construction maintenance during the plant installation and establishment period) or to tree trimming work involving line clearance. a There shall be at least one Senior Tree Trimmer on crews of three or more. b Monday thru Saturday shall constitute a workweek. Rate applies to first 4 overtime hours Monday thru Saturday, and all time worked in excess of forty (40) hours per workweek. All other time is paid at the Sunday and Holiday double-time rate.

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Light Fixture Maintenance
Determination:

SC-830-61-1-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

March 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Riverside County. For other counties please contact the Office of the Director – Research Unit prior to Bid Advertisement at (415) 703-4774.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
Training Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1½ X)
Saturday/Sunday
Overtime Hourly
Rate
(1½ X)
Holiday
Overtime
Hourly
Rate
(2 X)
Lighting
Maintenance
Service Person
$15.00 $0.29 $0.00 $0.34 $0.00 8.0 $15.63 $23.13 $23.13 $30.63 Determination:

SC-830-61-2-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

Determination: SC-830-61-1-2022-1

Page 2 of 2 ends

Localities:

All localities within San Bernardino County. For other counties please contact the Office of the Director – Research Unit prior to Bid Advertisement at (415) 703-4774.

Wages and Employer Payments:

Classification Basic
Hourly
Rate
Health and
Welfare
Pension Vacation and
Holiday
Training Hours Total
Hourly
Rate
Daily Overtime
Hourly Rate
(1 ½ X)
Sunday/
Holiday
Overtime Hourly
Rate
(1 ½ X)
Lighting Maintenance
Service Person $15.00 $2.43 $0.39 $0.00 $0.50 8.0 $18.32 $25.82 $33.32 Recognized holidays:

Travel and/or subsistence payment:

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Landscape Maintenance Laborer
(Applies Only to Routine Landscape Maintenance Work, Not New Landscape Construction) a Determination:

SC-LML-2022-1
Issue Date:

February 22, 2022
Expiration date of determination:

March 31, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Wages and Employer Payments:

Locality
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation Holiday Training Hours Total
Hourly
Rate
Overtime
Hourly
Rate
(1 ½ X)
Imperial $15.00 $0.00 $0.00 $0.115b $0.17 $0.00 8.0 $15.285c $22.785c Inyo, Mono and San Bernardino (routine w $15.00 $0.00 $0.00 $0.30 $0.17 $0.00 8.0 $15.47 $22.97 Kern (routine work) $15.00 $0.00 $0.00 $0.16d $0.17 $0.00 8.0 $15.33c $22.83c Colusa and Sutter (complex work) $15.00 $0.00 $0.00 $0.27e $0.46 $0.00 8.0 $15.73c $23.23c Los Angeles $15.00 $0.89 $0.00 $0.115f $0.14 $0.00 8.0 $16.145c $23.645c Orange $15.00 $0.00 $0.00 $0.11g $0.11 $0.00 8.0 $15.22c $22.72c Riverside $15.00 $0.00 $0.00 $0.20h $0.16 $0.00 8.0 $15.36c $22.86c San Diego $15.00 $0.00 $0.00 $0.22 $0.115 $0.00 8.0 $15.335 $22.835 Lake and Mendocino (complex work) $15.00 $0.00 $0.00 $0.24 $0.12 $0.00 8.0 $15.36 $22.86 San Luis Obispo (routine work) $15.00 $0.00 $0.00 $0.15i $0.15 $0.00 8.0 $15.30 $22.80 (complex work) $15.00 $0.00 $0.00 $0.16j $0.16 $0.00 8.0 $15.32 $22.82 Santa Barbara (routine work) $15.00 $0.00 $0.00 $0.12k $0.12 $0.00 8.0 $15.24c $22.74c San Mateo (complex work) $15.00 $0.00 $0.00 $0.13l $0.13 $0.00 8.0 $15.26c $22.76c Ventura (routine work) $15.00 $0.00 $0.00 $0.115 $0.16 $0.00 8.0 $15.275 $22.775 Santa Cruz (complex work) $15.00 $2.97 $0.00 $0.19m $0.26 $0.00 8.0 $18.42c $25.92c NOTE:

If there are two rates, the first rate is for routine work, the second rate is for complex work.

Determination: SC-LML-2022-1

Page 2 of 2 ends

Recognized holidays:

Travel and/or subsistence payment:

ROUTINE – mowing, watering, pruning, trimming, weeding, spraying, occasional planting and replacement of plants and janitorial work incidental to such landscape maintenance.

COMPLEX – servicing of irrigation and sprinkler systems, repairing of equipment use in such landscape maintenance. b $0.22 after 3 years of service.
c Computation is based on the first years of employment. This rate should be increased by any applicable vacation increase as stated in other footnotes.
d $0.31 after 2 years of service.
e $0.54 after 2 years of service: $0.81 after 3 years of service. f
$0.24 after 3 years of service: $0.37 after 7 years of service. g $0.22 after 4 years of service.
h $0.40 after 3 years of service.
i
$0.29 after 2 years of service.
j
$0.31 after 2 years of service.
k $0.23 after 2 years of service.
l $0.27 after 2 years of service.
m $0.38 after 3 years of service.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Acoustical Installer (Carpenter) Indentured/Other: Acoustical Installer - Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Acoustical Installer (Carpenter) Indentured/Other: Acoustical Installer - Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation & Holiday: Includes an amount for supplemental dues.

Other-- Cooperation Committee, Industry Advancement Fund, Cooperationg Committee/Partnership for Jobs, Contract Administration & Acoustic Industry Advancement Fund. For peiods 4-8, includes an amount for Annuity.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $17.780 $8.000 $.000 $8.160 $.620 $.670 $35.230 2 N/A 1,000 $22.220 $8.000 $.000 $8.160 $.620 $.670 $39.670 3 N/A 1,000 $26.660 $8.000 $.000 $8.160 $.620 $1.670 $45.110 4 N/A 1,000 $28.890 $8.000 $5.660 $7.160 $.620 $2.670 $53.000 5 N/A 1,000 $31.110 $8.000 $5.660 $7.160 $.620 $2.670 $55.220 6 N/A 700 $33.330 $8.000 $5.660 $7.160 $.620 $2.670 $57.440 7 N/A 700 $35.550 $8.000 $5.660 $7.160 $.620 $2.670 $59.660 8 N/A 600 $40.000 $8.000 $5.660 $7.160 $.620 $2.670 $64.110

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation & Holiday: Includes an amount for supplemental dues.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 07-03-2022 ** Craft/Classification: Asbestos Worker, Heat and Frost Insulator Counties: Imperial, Inyo, Kern, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
BHR -- includes dues amount, which shall be deducted from the wages of all workers covered by this agreement at 6.5% of the total taxable wage.

Health & Welfare -- includes amount for Occupational Health and Research Plan.

JOURNEYMAN PREDETERMINED INCREASES:

Effective 7/4/2022: an increase of $3.15 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2021
Expire Date: 09-30-2021 * Craft/Classification: Boilermaker- Blacksmith Indentured/Other: 2 Indentured on/after 4/11/18 Counties: Alameda, Contra Costa, Marin, Monterey, Sacramento, San Francisco, San Mateo, Santa Clara, Santa Cruz, Solano, Sonoma Determination: 2022-1 Issue Date: 02-22-2021
Expire Date: 09-30-2021 * Craft/Classification: Boilermaker- Blacksmith Indentured/Other: 1 Indentured on/after 4/11/18 Counties: Imperial, Inyo, Kern, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2021
Expire Date: 09-30-2021 * Craft/Classification: Boilermaker- Blacksmith Indentured/Other: 3 Indentured on/after 4/11/18 Counties: Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Mono, Napa, Nevada, Placer, Plumas, San Benito, San Joaquin, San Luis Obispo, Shasta, Sierra, Siskiyou, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, Yuba

FOOTNOTE(S)
Pension -- includes amount for Annuity Trust Fund.

Other -- includes amount for MOST Fund and WSBIF.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 1,000 $28.540 $.000 $.730 $.000 $3.900 $.740 $33.910 2 6 1,000 $29.920 $.000 $.730 $.000 $3.900 $.740 $35.290 3 6 1,000 $34.520 $8.570 $18.440 $7.900 $3.900 $.740 $74.070 4 6 1,000 $36.820 $8.570 $18.440 $7.900 $3.900 $.740 $76.370 5 6 1,000 $39.120 $8.570 $18.440 $7.900 $3.900 $.740 $78.670 6 6 1,000 $41.430 $8.570 $18.440 $7.900 $3.900 $.740 $80.980

FOOTNOTE(S)
Applies to the portion of San Luis Obispo County that is within a 25-mile radius of the city of Santa Maria Pension -- includes amount for Annuity Trust Fund.

Other -- includes amount for MOST Fund and WSBIF.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate Determination: 2022-1 Issue Date: 02-22-2021
Expire Date: 09-30-2021 * Craft/Classification: Boilermaker- Blacksmith Indentured/Other: 1 Indentured before 4/11/18 Counties: Imperial, Inyo, Kern, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2021
Expire Date: 09-30-2021 * Craft/Classification: Boilermaker- Blacksmith Indentured/Other: 2 Indentured before 4/11/18 Counties: Alameda, Contra Costa, Marin, Monterey, Sacramento, San Francisco, San Mateo, Santa Clara, Santa Cruz, Solano, Sonoma Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 1,000 $28.270 $.000 $.730 $.000 $4.400 $.740 $34.140 2 6 1,000 $29.640 $.000 $.730 $.000 $4.400 $.740 $35.510 3 6 1,000 $34.200 $8.570 $20.520 $5.500 $4.400 $.740 $73.930 4 6 1,000 $36.480 $8.570 $20.520 $5.500 $4.400 $.740 $76.210 5 6 1,000 $38.760 $8.570 $20.520 $5.500 $4.400 $.740 $78.490 6 6 1,000 $41.040 $8.570 $20.520 $5.500 $4.400 $.740 $80.770

FOOTNOTE(S)
Applies to the portion of San Luis Obispo County that is outside a 25-mile radius of the city of Santa Maria Pension -- includes amount for Annuity Trust Fund.

Other -- includes amount for MOST Fund and WSBIF.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 1,000 $32.220 $8.570 $18.440 $7.900 $3.900 $.740 $71.770 2 6 1,000 $34.520 $8.570 $18.440 $7.900 $3.900 $.740 $74.070 3 6 1,000 $36.820 $8.570 $18.440 $7.900 $3.900 $.740 $76.370 4 6 1,000 $39.120 $8.570 $18.440 $7.900 $3.900 $.740 $78.670 5 6 1,000 $41.430 $8.570 $18.440 $7.900 $3.900 $.740 $80.980 6 6 1,000 $43.730 $8.570 $18.440 $7.900 $3.900 $.740 $83.280

FOOTNOTE(S)
Applies to the portion of San Luis Obispo County that is within a 25-mile radius of the city of Santa Maria Pension -- includes amount for Annuity Trust Fund.

Other -- includes amount for MOST Fund and WSBIF.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 1,000 $34.730 $8.570 $22.300 $6.000 $4.400 $.740 $76.740 2 6 1,000 $37.220 $8.570 $22.300 $6.000 $4.400 $.740 $79.230 3 6 1,000 $39.700 $8.570 $22.300 $6.000 $4.400 $.740 $81.710 4 6 1,000 $42.180 $8.570 $22.300 $6.000 $4.400 $.740 $84.190 5 12 1,000 $44.660 $8.570 $22.300 $6.000 $4.400 $.740 $86.670 6 12 1,000 $47.140 $8.570 $22.300 $6.000 $4.400 $.740 $89.150

FOOTNOTE(S)
Pension -- includes amount for Annuity Trust Fund.

Other -- includes amount for MOST Fund and WSBIF.

Determination: 2022-1 Issue Date: 02-22-2021
Expire Date: 09-30-2021 * Craft/Classification: Boilermaker- Blacksmith Indentured/Other: 3 Indentured before 4/11/18 Counties: Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Mono, Napa, Nevada, Placer, Plumas, San Benito, San Joaquin, San Luis Obispo, Shasta, Sierra, Siskiyou, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, Yuba
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 1,000 $31.920 $8.570 $20.520 $5.500 $4.400 $.740 $71.650 2 6 1,000 $34.200 $8.570 $20.520 $5.500 $4.400 $.740 $73.930 3 6 1,000 $36.480 $8.570 $20.520 $5.500 $4.400 $.740 $76.210 4 6 1,000 $38.760 $8.570 $20.520 $5.500 $4.400 $.740 $78.490 5 6 1,000 $41.040 $8.570 $20.520 $5.500 $4.400 $.740 $80.770 6 6 1,000 $43.320 $8.570 $20.520 $5.500 $4.400 $.740 $83.050

FOOTNOTE(S)
Applies to the portion of San Luis Obispo County that is outside a 25-mile radius of the city of Santa Maria Pension -- includes amount for Annuity Trust Fund.

Other -- includes amount for MOST Fund and WSBIF.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 10-31-2022 ** Craft/Classification: Bricklayer Indentured/Other: Imperial Counties: Imperial
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 10-31-2022 * Craft/Classification: Bricklayer Indentured/Other: Imperial- Mason Finisher Counties: Imperial

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount withheld for working dues and Contract Compliance.

Training - Includes an amount for the International Masonry Institute.

Other - Includes amount for Industry Fund.
**JOURNEYMAN PREDETERMINED INCREASES:

Effective 11/1/2022, there will be a $2.00 inicrease to be allocated to wages and/or employer payments.

Effective 11/1/2023, there will be a $2.10 inicrease to be allocated to wages and/or employer payments.

Effective 11/1/2024, there will be a $2.20 inicrease to be allocated to wages and/or employer payments.

Effective 11/1/2025, there will be a $2.20 inicrease to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount withheld for working dues and Contract Compliance.

Training - Includes an amount for the International Masonry Institute.

Other - Includes amount for Industry Fund.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 ** Craft/Classification: Bricktender Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Pension: Includes an amount ($0.25) per hour worked for annuity.

Vacation/Holiday: Includes an amount ($1.21) per hour worked for supplemental dues.

Other: Includes Contributions for Center for Contract Compliance ($0.26), Industry Fund ($0.13), and Laborers Trusts' Administrative Trust Fund ($0.06).
**JOURNEYMAN PREDETERMINED INCREASES
Effective 7/1/2022: an increase of $0.34 to Pension and $2.16 to wages and/or fringes.

Effective 7/1/2023: an increase of $2.60 to be allocated to wages and/or fringes.

Effective 7/1/2024: an increase of $2.70 to be allocated to wages and/or fringes.

Effective 7/1/2025: an increase of $2.20 to be allocated to wages and/or fringes.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Bridge Carpenter Indentured/Other: Bridge Carpenter Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Bridge Carpenter Indentured/Other: Bridge Carpenter Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For periods 4-8, includes an amount for Annuity.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $17.830 $8.000 $.000 $8.160 $.620 $.440 $35.050 2 N/A 600 $22.290 $8.000 $.000 $8.160 $.620 $.440 $39.510 3 N/A 600 $26.740 $8.000 $.000 $8.160 $.620 $1.440 $44.960 4 N/A 600 $28.970 $8.000 $5.660 $7.160 $.620 $2.440 $52.850 5 N/A 600 $31.200 $8.000 $5.660 $7.160 $.620 $2.440 $55.080 6 N/A 600 $33.430 $8.000 $5.660 $7.160 $.620 $2.440 $57.310 7 N/A 600 $35.660 $8.000 $5.660 $7.160 $.620 $2.440 $59.540 8 N/A 600 $40.110 $8.000 $5.660 $7.160 $.620 $2.440 $63.990

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For periods 4-8, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Building Construction Inspector Indentured/Other: Field Soils Material Tester Shift: 1
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Building Construction Inspector Indentured/Other: Field Soils Material Tester Shift: 2
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Pension: Includes an amount for Annuity
Vacation and Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund and Southern California Partnership for Jobs Fund.
*THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $31.830 $11.850 $3.500 $3.600 $1.050 $.390 $52.220 2 N/A 1,000 $34.440 $11.850 $3.500 $3.600 $1.050 $.390 $54.830 3 N/A 1,000 $37.050 $11.850 $13.150 $3.600 $1.050 $.390 $67.090 4 N/A 1,000 $39.660 $11.850 $13.150 $3.600 $1.050 $.390 $69.700 5 N/A 1,000 $42.270 $11.850 $13.150 $3.600 $1.050 $.390 $72.310 6 N/A 1,000 $47.490 $11.850 $13.150 $3.600 $1.050 $.390 $77.530

FOOTNOTE(S)
Pension: Includes an amount for Annuity
Vacation and Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund and Southern California Partnership for Jobs Fund.

Rates above are for Special Shift.
*THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Building Construction Inspector Indentured/Other: Field Soils Material Tester Shift: 3
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $32.330 $11.850 $3.500 $3.600 $1.050 $.390 $52.720 2 N/A 1,000 $34.940 $11.850 $3.500 $3.600 $1.050 $.390 $55.330 3 N/A 1,000 $37.550 $11.850 $13.150 $3.600 $1.050 $.390 $67.590 4 N/A 1,000 $40.160 $11.850 $13.150 $3.600 $1.050 $.390 $70.200 5 N/A 1,000 $42.770 $11.850 $13.150 $3.600 $1.050 $.390 $72.810 6 N/A 1,000 $47.990 $11.850 $13.150 $3.600 $1.050 $.390 $78.030

FOOTNOTE(S)
Pension: Includes an amount for Annuity
Vacation and Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund and Southern California Partnership for Jobs Fund.

Rates above are for Multi-Shift.
*THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Carpenter Indentured/Other: Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Carpenter Indentured/Other: Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Industry Advancement, & Cooperation Committee/Partnership for Jobs. For periods 4-8, includes an amount for Annuity.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $17.780 $8.000 $.000 $8.160 $.620 $.440 $35.000 2 N/A 600 $22.220 $8.000 $.000 $8.160 $.620 $.440 $39.440 3 N/A 600 $26.660 $8.000 $.000 $8.160 $.620 $1.440 $44.880 4 N/A 600 $28.890 $8.000 $5.660 $7.160 $.620 $2.440 $52.770 5 N/A 600 $31.110 $8.000 $5.660 $7.160 $.620 $2.440 $54.990 6 N/A 600 $33.330 $8.000 $5.660 $7.160 $.620 $2.440 $57.210 7 N/A 600 $35.550 $8.000 $5.660 $7.160 $.620 $2.440 $59.430 8 N/A 600 $40.000 $8.000 $5.660 $7.160 $.620 $2.440 $63.880

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Industry Advancement, & Cooperation Committee/Partnership for Jobs. For periods 4-8, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 * Craft/Classification: Carpet, Linoleum and Resilient Floor Layer Counties: Imperial, San Diego
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 * Craft/Classification: Carpet, Linoleum and Resilient Floor Layer Shift: 2 Counties: Imperial, San Diego

GENERAL PREVAILING WAGE APPRENTICE RATES
Apprentice Prevailing Wage Rates are paid only to apprentices registered with the State of California, Division of Apprenticeship Standards, for work the registered apprentice performs in his/her specific craft or trade. You may check whether an Apprentice is registered at the Division of Apprenticeship Standards Website (https://www.dir.ca.gov/DAS/appcertpw/AppCertSearch.asp) Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 750 $17.540 $4.100 $6.840 $1.330 $.820 $.650 $31.280 2 6 750 $20.320 $4.100 $6.880 $1.330 $.820 $.650 $34.100 3 6 750 $23.040 $4.100 $7.170 $1.310 $.820 $.650 $37.090 4 6 750 $25.780 $4.100 $7.560 $1.280 $.820 $.650 $40.190 5 6 750 $28.370 $4.100 $8.340 $1.470 $.820 $.650 $43.750 6 6 750 $30.900 $4.100 $9.150 $1.410 $.820 $.650 $47.030 7 6 750 $32.120 $4.100 $9.720 $1.370 $.820 $.650 $48.780 8 6 750 $33.350 $4.100 $10.300 $1.330 $.820 $.650 $50.550 Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 750 $20.170 $4.100 $6.840 $1.330 $.820 $.650 $33.910 2 6 750 $23.370 $4.100 $6.880 $1.330 $.820 $.650 $37.150 3 6 750 $26.500 $4.100 $7.170 $1.310 $.820 $.650 $40.550 4 6 750 $29.650 $4.100 $7.560 $1.280 $.820 $.650 $44.060 5 6 750 $32.630 $4.100 $8.340 $1.470 $.820 $.650 $48.010 6 6 750 $35.540 $4.100 $9.150 $1.410 $.820 $.650 $51.670 7 6 750 $36.940 $4.100 $9.720 $1.370 $.820 $.650 $53.600 8 6 750 $38.350 $4.100 $10.300 $1.330 $.820 $.650 $55.550 Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 ** Craft/Classification: Cement Mason Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation - includes an amount for supplemental dues.

Other - includes amounts for Industry Advancement, Contract Administration, and Labor-Management Cooperation Committee Trust. **Journeyman Predetermined Increases
Effective 7/1/2022 - an increase of $2.25 to be allocated: $0.15 to Pension, and $2.10 to wages and/or fringes.

Effective 7/1/2023 - an increase of $2.25 to be allocated: $0.15 to Pension, and $2.10 to wages and/or fringes.

Effective 7/1/2024 - an increase of $2.15 to be allocated: $0.15 to Pension, and $2.00 to wages and/or fringes.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 09-30-2022 * Craft/Classification: Chainman/Rodman Counties: Imperial, Inyo, Kern, Kings, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Pension - Includes an amount for Annuity.

Vacation/Holiday - The amount of $1.45 is withheld for Supplemental Dues.

Other - Amount ($0.15) is for the Engineers Contract Compliance Committee.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 09-30-2022 * Craft/Classification: Chief of Party Counties: Imperial, Inyo, Kern, Kings, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
There is only one (1) period of 4000 OJT hours for Chief of Party apprentices.

Vacation/Holiday - The amount of $1.45 is withheld for Supplemental Dues.

Other - Amount ($0.15) is for the Engineers Contract Compliance Committee.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 09-30-2022 * Craft/Classification: Drywall Finisher Counties: Imperial, Los Angeles (Except For Antelope Valley), Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 09-30-2022 * Craft/Classification: Drywall Finisher Counties: Inyo, Kern, Los Angeles (Antelope Valley Area), Mono

FOOTNOTE(S)
BHR -- Includes amount for dues check off.

Other -- For LMCC.

Application of wage sheet above to Los Angeles County excludes northern Antelope Valley.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 900 $19.630 $8.850 $.450 $1.450 $.870 $1.020 $32.270 2 6 900 $21.820 $8.850 $2.580 $2.050 $.870 $1.020 $37.190 3 6 900 $24.000 $8.850 $2.630 $2.150 $.870 $1.020 $39.520 4 6 900 $26.180 $8.850 $4.160 $2.250 $.870 $1.020 $43.330 5 6 900 $28.360 $8.850 $5.430 $3.350 $.870 $1.020 $47.880 6 6 900 $34.900 $8.850 $5.580 $3.650 $.870 $1.020 $54.870

FOOTNOTE(S)
BHR -- Includes an amount for dues check off.

Other -- For LMCC.

Chart above applies to the portion of Los Angeles county described as Northern Antelope Valley only which is Highway 5, South on U.S. 5 to Highway N2; East on Highway N2 to Palmdale Blvd. to Highway 14; South to Highway 18; East to Highway 395. (Although chart above is based on a different journeyman wage than other portion of LA county, negotiated apprentice wages are the same.) Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Drywall Installer/Lather (Carpenter) Indentured/Other: SC - Ind. on/or after 7/1/2018 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Drywall Installer/Lather (Carpenter) Indentured/Other: SC - Ind. prior to 7/1/2018 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation/Holiday -- Includes an amount per hour worked for Supplemental Dues.

Other -- Includes amounts for Contract Administration, Cooperation Committee, Drywall Industry Fund, Partnership for Jobs Fund and Annuity. *NO PREDETERMINED INCREASES:

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $17.780 $8.000 $.000 $8.160 $.620 $.000 $34.560 2 N/A 600 $22.220 $8.000 $.000 $8.160 $.620 $.000 $39.000 3 N/A 600 $26.660 $8.000 $.000 $8.160 $.620 $1.000 $44.440 4 N/A 600 $28.890 $8.000 $5.660 $7.160 $.620 $2.770 $53.100 5 N/A 600 $31.110 $8.000 $5.660 $7.160 $.620 $2.770 $55.320 6 N/A 600 $33.330 $8.000 $5.660 $7.160 $.620 $2.770 $57.540 7 N/A 600 $35.550 $8.000 $5.660 $7.160 $.620 $2.770 $59.760 8 N/A 600 $40.000 $8.000 $5.660 $7.160 $.620 $2.770 $64.210

FOOTNOTE(S)
Vacation/Holiday -- Includes an amount per hour worked for Supplemental Dues.

Other -- Includes amounts for Contract Administration, Cooperation Committee, Drywall Industry Fund, Partnership for Jobs Fund and Annuity. *NO PREDETERMINED INCREASES:

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Electrical Utility Lineman Counties: Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, El Dorado, Fresno, Glenn, Humboldt, Imperial, Inyo, Kern, Kings, Lake, Lassen, Los Angeles, Madera, Marin, Mariposa, Mendocino, Merced, Mono, Monterey, Napa, Nevada, Orange, Placer, Plumas, Riverside, Sacramento, San Benito, San Bernardino, San Diego, San Francisco, San Joaquin, San Luis Obispo, San Mateo, Santa Barbara, Santa Clara, Santa Cruz, Shasta, Sierra, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Ventura, Yolo, Yuba

FOOTNOTE(S)
PENSION - Includes an amount equal to 3% of the basic hourly rate for the National Employees Benefit Fund which is factored at the applicable overtime multiplier for each overtime hour.

TRAINING - This amount is factored at the applicable overtime rate.

OTHER - Includes $0.01 to LMCC; the remaining amount is factored at the applicable overtime rate. * No Predetermined Increases
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-05-2022 ** Craft/Classification: Electrician, Inside Wireman Indentured/Other: SD & (Imper $500,000 or less) Shift: 1 Counties: Imperial, San Diego
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-05-2022 ** Craft/Classification: Electrician, Inside Wireman Indentured/Other: SD & (Imper $500,000 or less) Shift: 2 Counties: Imperial, San Diego

FOOTNOTE(S)
IMPERIAL COUNTY PROJECTS BID $500,000 OR LESS USE THESE AMOUNTS.

Pension--Includes an amount equal to 3% of the Basic Hourly Rate (BHR) added to the daily and overtime rate for the NEBF. Pursuant to Labor Code Sections 1773.1 and 1773.8, the amount paid for the employer payment may vary resulting in a lower taxable Basic Hourly Rate, but the Total Hourly Rates for Straight Time and Overtime may not be less than the general prevailing rate of per diem wages.

Other--Includes amounts for Labor Management Cooperation Committee Fund and Manpower Development Trust. **Journeyman Predetermined Increases
Effective 6/6/2022, an increase of $2.10 is to be allocated as follows: $1.50 to the Basic Hourly Rate and $0.60 to Pension.

Effective 6/5/2023, an increase of $2.20 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 800 $23.320 $6.200 $.750 $.000 $.870 $.040 $31.180
2 6 800 $25.650 $6.200 $.820 $.000 $.870 $.040 $33.580
3 6 800 $27.990 $6.200 $4.130 $.000 $.870 $.240 $39.430 Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-05-2022 ** Craft/Classification: Electrician, Inside Wireman Indentured/Other: SD & (Imper $500,000 or less) Shift: 3 Counties: Imperial, San Diego
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 4 6 800 $30.310 $6.200 $4.470 $.000 $.870 $.240 $42.090 5 6 800 $32.640 $6.200 $4.820 $.000 $.870 $.240 $44.770 6 6 800 $34.980 $6.200 $5.160 $.000 $.870 $.240 $47.450 7 6 800 $38.470 $6.200 $5.670 $.000 $.870 $.240 $51.450 8 6 800 $40.810 $6.200 $6.020 $.000 $.870 $.240 $54.140 9 6 800 $45.480 $6.200 $6.700 $.000 $.870 $.240 $59.490 10 6 800 $47.800 $6.200 $7.050 $.000 $.870 $.240 $62.160

FOOTNOTE(S)
IMPERIAL COUNTY PROJECTS BID $500,000 OR LESS USE THESE AMOUNTS.

Effective 6/5/2023, an increase of $2.20 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 800 $26.120 $6.200 $.830 $.000 $.870 $.040 $34.060
2 6 800 $28.740 $6.200 $.910 $.000 $.870 $.040 $36.760
3 6 800 $31.360 $6.200 $4.230 $.000 $.870 $.240 $42.900 4 6 800 $33.950 $6.200 $4.580 $.000 $.870 $.240 $45.840 5 6 800 $36.570 $6.200 $4.940 $.000 $.870 $.240 $48.820 6 6 800 $39.180 $6.200 $5.290 $.000 $.870 $.240 $51.780 7 6 800 $43.100 $6.200 $5.810 $.000 $.870 $.240 $56.220 8 6 800 $45.710 $6.200 $6.170 $.000 $.870 $.240 $59.190 9 6 800 $50.940 $6.200 $6.870 $.000 $.870 $.240 $65.120 10 6 800 $53.550 $6.200 $7.230 $.000 $.870 $.240 $68.090

FOOTNOTE(S)
IMPERIAL COUNTY PROJECTS BID $500,000 OR LESS USE THESE AMOUNTS.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-05-2022 ** Craft/Classification: Electrician, Inside Wireman Indentured/Other: Imp Co Projects over $500,000 Shift: 1 Counties: Imperial
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-05-2022 ** Craft/Classification: Electrician, Inside Wireman Indentured/Other: Imp Co Projects over $500,000 Shift: 2 Other--Includes amounts for Labor Management Cooperation Committee Fund and Manpower Development Trust. **Journeyman Predetermined Increases
Effective 6/6/2022, an increase of $2.10 is to be allocated as follows: $1.50 to the Basic Hourly Rate and $0.60 to Pension.

Effective 6/5/2023, an increase of $2.20 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 800 $22.880 $6.200 $.740 $.000 $.870 $.040 $30.730
2 6 800 $24.870 $6.200 $.800 $.000 $.870 $.040 $32.780
3 6 800 $26.860 $6.200 $4.100 $.000 $.870 $.240 $38.270 4 6 800 $28.840 $6.200 $4.430 $.000 $.870 $.240 $40.580 5 6 800 $30.830 $6.200 $4.760 $.000 $.870 $.240 $42.900 6 6 800 $32.820 $6.200 $5.090 $.000 $.870 $.240 $45.220 7 6 800 $35.800 $6.200 $5.590 $.000 $.870 $.240 $48.700 8 6 800 $37.790 $6.200 $5.930 $.000 $.870 $.240 $51.030 9 6 800 $41.770 $6.200 $6.590 $.000 $.870 $.240 $55.670 10 6 800 $43.750 $6.200 $6.930 $.000 $.870 $.240 $57.990

FOOTNOTE(S)
For work in Imperial County on jobs bid over $500,000.

Other--Includes amounts for Labor Management Cooperation Committee Fund and Manpower Development Trust.. **Journeyman Predetermined Increases
Effective 6/6/2022, an increase of $2.10 is to be allocated as follows: $1.50 to the Basic Hourly Rate and $0.60 to Pension.

Effective 6/5/2023, an increase of $2.20 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Counties: Imperial
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-05-2022 ** Craft/Classification: Electrician, Inside Wireman Indentured/Other: Imp Co Projects over $500,000 Shift: 3 Counties: Imperial
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 800 $26.840 $6.200 $.860 $.000 $.870 $.040 $34.810
2 6 800 $29.170 $6.200 $.930 $.000 $.870 $.040 $37.210
3 6 800 $31.510 $6.200 $4.240 $.000 $.870 $.240 $43.060 4 6 800 $33.830 $6.200 $4.570 $.000 $.870 $.240 $45.710 5 6 800 $36.160 $6.200 $4.920 $.000 $.870 $.240 $48.390 6 6 800 $38.500 $6.200 $5.270 $.000 $.870 $.240 $51.080 7 6 800 $41.990 $6.200 $5.780 $.000 $.870 $.240 $55.080 8 6 800 $44.330 $6.200 $6.130 $.000 $.870 $.240 $57.770 9 6 800 $49.000 $6.200 $6.810 $.000 $.870 $.240 $63.120 10 6 800 $51.320 $6.200 $7.160 $.000 $.870 $.240 $65.790

FOOTNOTE(S)
For work in Imperial County on jobs bid over $500,000.

Effective 6/5/2023, an increase of $2.20 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 800 $30.060 $6.200 $.950 $.000 $.870 $.040 $38.120
2 6 800 $32.680 $6.200 $1.030 $.000 $.870 $.040 $40.820 3 6 800 $35.290 $6.200 $4.350 $.000 $.870 $.240 $46.950 4 6 800 $37.900 $6.200 $4.700 $.000 $.870 $.240 $49.910 5 6 800 $40.510 $6.200 $5.060 $.000 $.870 $.240 $52.880 6 6 800 $43.130 $6.200 $5.400 $.000 $.870 $.240 $55.840 7 6 800 $47.040 $6.200 $5.930 $.000 $.870 $.240 $60.280 8 6 800 $49.660 $6.200 $6.290 $.000 $.870 $.240 $63.260 9 6 800 $54.890 $6.200 $6.990 $.000 $.870 $.240 $69.190 10 6 800 $57.490 $6.200 $7.340 $.000 $.870 $.240 $72.140

FOOTNOTE(S)
For work in Imperial County on jobs bid over $500,000.

Effective 6/5/2023, an increase of $2.20 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 07-08-2022 * Craft/Classification: Elevator Constructor Counties: Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Inyo, Kern (Portion North Of The Tehachapi Line), Kings, Lake, Lassen, Madera, Marin, Mariposa, Mendocino, Merced, Modoc, Mono, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Bernardino (Portion North Of The Tehachapi Line), San Francisco, San Joaquin, San Luis Obispo (Portion North Of The Tehachapi Line), San Mateo, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, Yuba
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 07-08-2022 * Craft/Classification: Elevator Constructor Counties: Imperial, Inyo, Kern (Portion South Of The Tehachapi Line), Los Angeles, Orange, Riverside, San Bernardino (Portion South Of The Tehachapi Line), San Diego, San Luis Obispo (Portion South Of The Tehachapi Line), Santa Barbara, Ventura

FOOTNOTE(S)
PENSION: Includes $9.50 for Annuity per hour for periods 2 to 5.

VACATION: 6% Employees under five (5) years in industry based on regular hourly rate for all hours worked and 8% Employees over five (5) years in industry based on regular hourly rate for all hours worked.

NOTE: For the 4th period apprentices (Employed in industry more than 5 years), the vacation/holiday payment is $4.17 and the total hourly rate is $93.835. For the 5th period apprentices (Employed in industry more than 5 years), the vacation/holiday payment is $4.77 and the total hourly rate is $101.885.

OTHER: $0.60 per hour for EIWPF (Elevator Industry Work Preservation Fund) for periods 2 to 5.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 850 $30.670 $.000 $20.210 $.000 $.000 $.600 $51.480 2 6 850 $33.740 $16.025 $20.210 $3.050 $.650 $.600 $74.275 3 12 2,000 $39.870 $16.025 $20.210 $3.620 $.650 $.600 $80.975 4 12 2,000 $42.940 $16.025 $20.210 $3.900 $.650 $.600 $84.325 5 12 2,000 $49.070 $16.025 $20.210 $4.450 $.650 $.600 $91.005

FOOTNOTE(S)
1) Pension includes the following: Defined Benefit Pension Plan - $10.71 / Defined Contribution Pension Plan - $9.50 2) Other: Elevator Work Preservation Fund - $0.60
*NO PREDETERMINED INCREASES
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Fence Builder (Carpenter) Indentured/Other: Fence Builder Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Fence Builder (Carpenter) Indentured/Other: Fence Builder Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
INDENTURED ON/AFTER JULY 1, 2018
Rates are for Carpenter - Fence Builder
Vacation/Holiday -- Includes an amount for Supplemental Dues.

Other -- Includes an amount for Annuity for Periods 4 through 8.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $16.540 $8.000 $.000 $6.660 $.620 $.260 $32.080 2 N/A 600 $20.670 $8.000 $.000 $6.660 $.620 $.260 $36.210 3 N/A 600 $24.800 $8.000 $.000 $6.660 $.620 $.260 $40.340 4 N/A 600 $26.870 $8.000 $5.500 $6.160 $.620 $1.510 $48.660 5 N/A 600 $28.940 $8.000 $5.500 $6.160 $.620 $1.510 $50.730 6 N/A 600 $31.010 $8.000 $5.500 $6.160 $.620 $1.510 $52.800 7 N/A 600 $33.070 $8.000 $5.500 $6.160 $.620 $1.510 $54.860 8 N/A 600 $37.210 $8.000 $5.500 $6.160 $.620 $1.510 $59.000

FOOTNOTE(S)
INDENTURED PRIOR TO JULY 1, 2018
Rates are for Carpenter - Fence Builder
Vacation/Holiday -- Includes an amount for Supplemental Dues.

Other -- Includes an amount for Annuity for Periods 4 through 8.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 09-30-2022 ** Craft/Classification: Glazier Shift: 1 Counties: Imperial, San Diego

FOOTNOTE(S)
BHR - Includes an amount for Dues Check-Off.
**Journeyman Predetermined Increases:

Effective 10-1-2022 - an increase of $1.00 to the Basic Hourly Rate, $0.50 to Pension, and $1.00 to Vacation/Holiday.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Hardwood Floor Layer (Carpenter) Indentured/Other: Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Hardwood Floor Layer (Carpenter) Indentured/Other: Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation and holiday--Includes an amount for Supplemental Dues.

Other--Includes amounts for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs, & Industry Advancement. For peiods 4-8, includes an amount for Annuity.

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation and holiday--Includes an amount for Supplemental Dues.

Other--Includes amounts for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs, & Industry Advancement. For peiods 4-8, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Horizontal Directional Drilling (Laborer) Indentured/Other: Horizontal Directional Drill Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Note: Apprentice Basic Hourly Rate is based on Group V Journeyman Laborer wage rates.

Vacation -- Includes an amount for Supplemental Dues.

Other -- Includes amounts for Center for Contract Compliance, Industry Fund, Administrative Trust Fund, Contract Administration Fund, and Partnerships for Jobs Industry Advancement Fund.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Industrial Painter Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Industrial Painter Shift: 2 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount withheld for working dues.

Other - Includes an amount for Labor Management Cooperation Committee (LMCC). * There are no predetermined increases applicable to the apprentices.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 900 $20.710 $7.050 $1.090 $1.330 $.850 $1.010 $32.040 2 N/A 900 $22.780 $7.350 $1.190 $1.390 $.850 $1.010 $34.570 3 N/A 900 $24.850 $8.270 $1.820 $1.660 $.850 $1.010 $38.460 4 N/A 900 $26.920 $9.000 $2.520 $1.770 $.850 $1.010 $42.070 5 N/A 900 $28.990 $9.000 $2.670 $2.420 $.850 $1.010 $44.940 6 N/A 900 $31.070 $9.000 $3.480 $2.530 $.850 $1.010 $47.940 7 N/A 900 $33.140 $9.000 $4.040 $2.640 $1.090 $1.010 $50.920 8 N/A 900 $35.210 $9.000 $4.140 $2.730 $1.800 $1.010 $53.890

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount withheld for working dues.

Other - Includes an amount for Labor Management Cooperation Committee (LMCC). * There are no predetermined increases applicable to the apprentices.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Insulation Installer (Carpenter) Indentured/Other: Insulation Installer - Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Insulation Installer (Carpenter) Indentured/Other: Insulation Installer - Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For peiods 4-8, includes an amount for Annuity.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $17.780 $8.000 $.000 $8.160 $.620 $.440 $35.000 2 N/A 1,000 $22.220 $8.000 $.000 $8.160 $.620 $.440 $39.440 3 N/A 1,000 $26.660 $8.000 $.000 $8.160 $.620 $1.440 $44.880 4 N/A 800 $28.890 $8.000 $5.660 $7.160 $.620 $2.440 $52.770 5 N/A 800 $31.110 $8.000 $5.660 $7.160 $.620 $2.440 $54.990 6 N/A 600 $33.330 $8.000 $5.660 $7.160 $.620 $2.440 $57.210 7 N/A 600 $35.550 $8.000 $5.660 $7.160 $.620 $2.440 $59.430 8 N/A 600 $40.000 $8.000 $5.660 $7.160 $.620 $2.440 $63.880

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For peiods 4-8, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 ** Craft/Classification: Iron Worker Indentured/Other: Area 1 Shift: 1
Counties: San Francisco
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 ** Craft/Classification: Iron Worker Indentured/Other: Area 2 Shift: 1
Counties: Alameda, Contra Costa, San Mateo, Santa Clara

FOOTNOTE(S)
Other includes amounts for Annuity Fund (Except Period 1-3), Admin. Trust (Except Period 1), LMCT (Except Period 1) & WCTF. ** Journeyman Predetermined Increases
Effective January 1, 2023, an increase of $2.75 to be allocated to wages and/or employer payments.

Effective January 1, 2024, an increase of $2.80 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $23.740 $5.500 $.000 $5.650 $.720 $.035 $35.645 2 6 N/A $26.110 $10.200 $.000 $5.650 $.720 $.505 $43.185 3 6 N/A $28.490 $10.200 $3.330 $5.650 $.720 $.505 $48.895 4 6 N/A $30.860 $10.200 $3.330 $5.650 $.720 $2.535 $53.295 5 6 N/A $35.610 $10.200 $6.660 $5.650 $.720 $2.535 $61.375 6 6 N/A $37.980 $10.200 $6.660 $5.650 $.720 $2.535 $63.745 7 6 N/A $42.730 $10.200 $9.990 $5.650 $.720 $4.565 $73.855 8 6 N/A $45.110 $10.200 $9.990 $5.650 $.720 $4.565 $76.235 Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 ** Craft/Classification: Iron Worker Indentured/Other: Area 3 Shift: 1
Counties: Los Angeles
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 ** Craft/Classification: Iron Worker Indentured/Other: Area 4 Shift: 1

Effective January 1, 2024, an increase of $2.80 to be allocated to wages and/or employer payments.

FOOTNOTE(S)
Applies only to the City of Los Angeles and the following cities/localities within Los Angeles County: Baldwin Hills, Beverly Hills, Burbank, Culver City, El Segundo, Gardena, Hawthorne, Hermosa Beach, Inglewood, Lawndale, Lennox, Lomita, Manhattan Beach, Marina Del Ray, Rancho Palos Verdes, Redondo Beach, Rolling Hills Estates, San Fernando, Santa Monica, Torrance, Universal City, West Hollywood, Westwood, Westwood Veterans Affairs.

Other includes amounts for Annuity Fund (Except Period 1-3), Admin. Trust (Except Period 1), LMCT (Except Period 1) & WCTF. ** Journeyman Predetermined Increases
Effective January 1, 2023, an increase of $2.35 to be allocated to wages and/or employer payments.

Effective January 1, 2024, an increase of $2.45 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Counties: Amador, Butte, Calaveras, Colusa, El Dorado, Fresno, Glenn, Humboldt, Imperial, Kern, Kings, Lake, Los Angeles, Madera, Marin, Mariposa, Mendocino, Merced, Monterey, Napa, Nevada, Orange, Placer, Plumas, Riverside, Sacramento, San Benito, San Bernardino, San Diego, San Joaquin, San Luis Obispo, Santa Barbara, Santa Cruz, Shasta, Sierra, Solano, Sonoma, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Ventura, Yolo, Yuba
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 * Craft/Classification: Iron Worker Indentured/Other: Area 5 Shift: 1
Counties: Alpine, Del Norte, Inyo, Lassen, Modoc, Mono, Siskiyou, Trinity
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $22.380 $5.500 $.000 $5.650 $.720 $.035 $34.285 2 6 N/A $24.610 $10.200 $.000 $5.650 $.720 $.505 $41.685 3 6 N/A $26.850 $10.200 $3.330 $5.650 $.720 $.505 $47.255 4 6 N/A $29.090 $10.200 $3.330 $5.650 $.720 $2.535 $51.525 5 6 N/A $33.560 $10.200 $6.660 $5.650 $.720 $2.535 $59.325 6 6 N/A $35.800 $10.200 $6.660 $5.650 $.720 $2.535 $61.565 7 6 N/A $40.280 $10.200 $9.990 $5.650 $.720 $4.565 $71.405 8 6 N/A $42.510 $10.200 $9.990 $5.650 $.720 $4.565 $73.635

FOOTNOTE(S)
Applies to the portion of Los Angeles County not covered by Area 3.

Other includes amounts for Annuity Fund (Except Period 1-3), Admin. Trust (Except Period 1), LMCT (Except Period 1) & WCTF. ** Journeyman Predetermined Increases
Effective January 1, 2023, an increase of $1.80 to be allocated to wages and/or employer payments.

Effective January 1, 2024, an increase of $1.85 to be allocated to wages and/or employer payments.

FOOTNOTE(S)
Other includes amounts for Annuity Fund (Except Period 1-3), Admin. Trust (Except Period 1), LMCT (Except Period 1) & WCTF.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 12-31-2022 * Craft/Classification: Iron Worker Indentured/Other: Fence Erector Shift: 1
Counties: Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Imperial, Inyo, Kern, Kings, Lake, Lassen, Los Angeles, Madera, Marin, Mariposa, Mendocino, Merced, Modoc, Mono, Monterey, Napa, Nevada, Orange, Placer, Plumas, Riverside, Sacramento, San Benito, San Bernardino, San Diego, San Francisco, San Joaquin, San Luis Obispo, San Mateo, Santa Barbara, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Ventura, Yolo, Yuba
* No Predetermined Increases
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $19.920 $5.500 $.000 $4.270 $.510 $.035 $30.235 2 6 N/A $21.910 $8.030 $.000 $4.270 $.510 $.175 $34.895 3 6 N/A $23.900 $8.030 $2.250 $4.270 $.510 $.175 $39.135 4 6 N/A $25.890 $8.030 $2.250 $4.270 $.510 $1.935 $42.885 5 6 N/A $29.870 $8.030 $4.500 $4.270 $.510 $1.935 $49.115 6 6 N/A $31.860 $8.030 $4.500 $4.270 $.510 $1.935 $51.105 7 6 N/A $35.850 $8.030 $6.740 $4.270 $.510 $3.685 $59.085 8 6 N/A $37.840 $8.030 $6.740 $4.270 $.510 $3.685 $61.075

FOOTNOTE(S)
Other includes amounts for Annuity Fund, Admin. Trust, LMCT & WCTF. * No Predetermined Increases
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Laborer Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Note: Apprentice rates are based on JM Laborer Group V rates.

Vacation -- Includes an amount for supplemental dues.

Other -- Includes amounts for Center for Contract Compliance, Industry Fund, and Administrative Trust Fund, Contract Administration Fund and Partnership for Jobs Industry Advancement Fund.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-31-2022 ** Craft/Classification: Landscape/Irrigation Fitter Shift: 1 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-31-2022 ** Craft/Classification: Landscape/Irrigation Fitter Shift: 2 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
This apprentice determination applies to the journeyman determinations for Plumber: Landscape/Irrigation Fitter.

Basic Hourly Rate: Includes amount withheld for D.C. Dues, Work Preservation Dues, and Supplemental Working Dues and an amount for Vacation that is factored at 1.5 times for all overtime. Vacation: Period 1: $1.52, Period 2: $1.75, Period 3: $1.98, Period 4: $2.22, Period 5: $2.46 Pension: Includes amount for National Pension and Retiree's X-mas Fund.

Vacation: Included in the basic hourly rate, and factored at 1.5 for all overtime.

Other: Includes amount for PIPE, LMCC, and CED.
**Journeyman and Apprentice Predetermined Increases:
09-01-2022: $2.26 to be allocated to wages and/or fringes. 09-01-2023: $2.35 to be allocated to wages and/or fringes. 09-01-2024: $2.50 to be allocated to wages and/or fringes. 09-01-2025: $2.50 to be allocated to wages and/or fringes.

There may be corresponding wage allocations for the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

FOOTNOTE(S)
Shift 2
This apprentice determination applies to the journeyman determinations for Plumber: Landscape/Irrigation Fitter.

Basic Hourly Rate: Includes amounts for D.C. Dues, Work Preservation Dues, and Supplemental Working Dues and an amount for Vacation which is factored at 1.5 times for all overtime. Vacation amounts are as follows: Period 1: $1.52, Period 2: $1.75, Period 3: $1.98, Period 4: $2.22, Period 3: $2.46.

Pension: Includes amount for National Pension and Retiree's X-mas Fund.

Vacation included in the basic hourly rate, and factored at 1.5 for all overtime.

There may be corresponding wage allocations for the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 07-31-2022 * Craft/Classification: Landscape/Irrigation Laborer Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
This apprentice determination applies to the journeyman determination for Landscape/Irrigation Laborer/Tender.

Basic Hourly Rate: Includes amount withheld for D.C. Dues, Work Preservation Dues, and Supplemental Working Dues.

Pension: Includes amount for National Pension and Retiree's X-mas Fund.

Other: Includes amount for PIPE, LMCC, and CED.
*THERE ARE NO PREDETRMINED INCREASES APPLICABLE TO THE APPRENTICE.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Marble Finisher Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate: Includes amount withheld for administrative dues.

Training: Includes the amount for International Masonry Institute (IMI) Other: Includes amounts for Contract admin fund
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Millwright Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Industry Advancement and Industry Promotion, Cooperation Committee/Partnership for Jobs & Drug Testing Fund. For peiods 4-10, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 03-31-2022 * Craft/Classification: Modular Furniture Installer (Carpenter) Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation includes $0.85 for Supplemental Dues.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 07-31-2022 * Craft/Classification: Operating Engineer (Dredger) Indentured/Other: Deckmate Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation and Holiday: Includes an amount for Supplemental Dues.

Pension: Incluldes an amount for annuity.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 10-31-2022 * Craft/Classification: Operating Engineer (Landscape Construction) Indentured/Other: Landscape Operating Engineer Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation & Holiday: Includes an amount for Supplemental Dues.

Pension: Includes an amount for Defined Contribution Plan (Annuity).

Other: Includes an amount for Engineers Contract Compliance Committee.

Determination: 2022-1 Issue Date: 03-07-2022
Expire Date: 06-30-2022 * Craft/Classification: Operating Engineer Shift: 1 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 03-07-2022
Expire Date: 06-30-2022 * Craft/Classification: Operating Engineer Indentured/Other: Special Shift Shift: 2
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Interim Effective March 17, 2022
Operating Engineers Group 13 through 25 apprentice wage rates are based on the applicable journeyman's wage rates for that group.

Pension: Includes an amount for Annuity.

Vacation & Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund, and Southern California Partnership for Jobs Fund.

Rates above also apply to crafts:

Tunnel Operating Engineer
Crane, Pile Driver, and Hoisting Equipment Operating Engineer *THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $31.960 $11.850 $3.500 $3.600 $1.050 $.390 $52.350 2 N/A 1,000 $34.580 $11.850 $3.500 $3.600 $1.050 $.390 $54.970 3 N/A 1,000 $37.200 $11.850 $13.150 $3.600 $1.050 $.390 $67.240 4 N/A 1,000 $39.820 $11.850 $13.150 $3.600 $1.050 $.390 $69.860 5 N/A 1,000 $42.440 $11.850 $13.150 $3.600 $1.050 $.390 $72.480 6 N/A 1,000 $47.690 $11.850 $13.150 $3.600 $1.050 $.390 $77.730

FOOTNOTE(S)
Interim Effective March 17, 2022
Operating Engineers Group 13 through 25 apprentice wage rates are based on the applicable journeyman's wage rates for that group.

Determination: 2022-1 Issue Date: 03-07-2022
Expire Date: 06-30-2022 * Craft/Classification: Operating Engineer Indentured/Other: Multi-shift Shift: 3
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Operating Engineer Shift: 1 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Pension: Includes an amount for Annuity.

Vacation & Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund, and Southern California Partnership for Jobs Fund.

Rates above also apply to crafts:

Tunnel Operating Engineer
Crane, Pile Driver, and Hoisting Equipment Operating Engineer *THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $32.460 $11.850 $3.500 $3.600 $1.050 $.390 $52.850 2 N/A 1,000 $35.080 $11.850 $3.500 $3.600 $1.050 $.390 $55.470 3 N/A 1,000 $37.700 $11.850 $13.150 $3.600 $1.050 $.390 $67.740 4 N/A 1,000 $40.320 $11.850 $13.150 $3.600 $1.050 $.390 $70.360 5 N/A 1,000 $42.940 $11.850 $13.150 $3.600 $1.050 $.390 $72.980 6 N/A 1,000 $48.190 $11.850 $13.150 $3.600 $1.050 $.390 $78.230

FOOTNOTE(S)
Interim Effective March 17, 2022
Operating Engineers Group 13 through 25 apprentice wage rates are based on the applicable journeyman's wage rates for that group.

Pension: Includes an amount for Annuity
Vacation & Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund, and Southern California Partnership for Jobs Fund.

Rates above are for Multi-shift
Rates above also apply to crafts:

Tunnel Operating Engineer
Crane, Pile Driver, and Hoisting Equipment Operating Engineer *THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $31.460 $11.850 $3.500 $3.600 $1.050 $.390 $51.850 2 N/A 1,000 $34.080 $11.850 $3.500 $3.600 $1.050 $.390 $54.470 3 N/A 1,000 $36.700 $11.850 $13.150 $3.600 $1.050 $.390 $66.740 4 N/A 1,000 $39.320 $11.850 $13.150 $3.600 $1.050 $.390 $69.360 5 N/A 1,000 $41.940 $11.850 $13.150 $3.600 $1.050 $.390 $71.980 Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Operating Engineer Indentured/Other: Special Shift Shift: 2
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Operating Engineer Indentured/Other: Multi-shift Shift: 3
Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 6 N/A 1,000 $47.190 $11.850 $13.150 $3.600 $1.050 $.390 $77.230

FOOTNOTE(S)
Superseded Effective March 17, 2022
Operating Engineers Group 13 through 25 apprentice wage rates are based on the applicable journeyman's wage rates for that group.

Pension: Includes an amount for Annuity.

Vacation & Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund, and Southern California Partnership for Jobs Fund.

Rates above also apply to crafts:

Tunnel Operating Engineer
Crane, Pile Driver, and Hoisting Equipment Operating Engineer *THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

FOOTNOTE(S)
Superseded Effective March 17, 2022
Operating Engineers Group 13 through 25 apprentice wage rates are based on the applicable journeyman's wage rates for that group.

Pension: Includes an amount for Annuity.

Vacation & Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund, and Southern California Partnership for Jobs Fund.

Rates above also apply to crafts:

Tunnel Operating Engineer
Crane, Pile Driver, and Hoisting Equipment Operating Engineer *THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate Period DurationMonths OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $32.460 $11.850 $3.500 $3.600 $1.050 $.390 $52.850 2 N/A 1,000 $35.080 $11.850 $3.500 $3.600 $1.050 $.390 $55.470 3 N/A 1,000 $37.700 $11.850 $13.150 $3.600 $1.050 $.390 $67.740 4 N/A 1,000 $40.320 $11.850 $13.150 $3.600 $1.050 $.390 $70.360 5 N/A 1,000 $42.940 $11.850 $13.150 $3.600 $1.050 $.390 $72.980 6 N/A 1,000 $48.190 $11.850 $13.150 $3.600 $1.050 $.390 $78.230

FOOTNOTE(S)
Superseded Effective March 17, 2022
Operating Engineers Group 13 through 25 apprentice wage rates are based on the applicable journeyman's wage rates for that group.

Pension: Includes an amount for Annuity
Vacation & Holiday: Includes an amount for Supplemental Dues.

Other: Includes amounts for Industry Fund, Engineers Contract Compliance Committee (ECCC), Contract Administration Fund, and Southern California Partnership for Jobs Fund.

Rates above are for Multi-shift
Rates above also apply to crafts:

Tunnel Operating Engineer
Crane, Pile Driver, and Hoisting Equipment Operating Engineer *THERE ARE NO PREDETERMINED INCREASES APPLICABLE TO THE APPRENTICES.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Painter Indentured/Other: IMP LOS ORA SBR SDI RIV Shift: 1
Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Diego
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Painter Indentured/Other: IMP LOS ORA SBR SDI RIV Shift: 2
Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Diego
Determination: 2022-1 Issue Date: 02-22-2022

FOOTNOTE(S)
Basic Hourly Rate -- includes amount withheld for working dues.

Other --includes LMCC Fund contribution.
* There are no predetermined increases applicable to the apprentices.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 900 $17.810 $7.050 $.960 $1.190 $.750 $1.010 $28.770 2 6 900 $18.590 $7.350 $1.000 $1.230 $.750 $1.010 $29.930 3 6 900 $19.520 $8.270 $1.580 $1.470 $.750 $1.010 $32.600 4 6 900 $21.250 $9.000 $2.270 $1.550 $.750 $1.010 $35.830 5 6 900 $22.980 $9.000 $2.410 $2.190 $.750 $1.010 $38.340 6 6 900 $24.730 $9.000 $3.210 $2.270 $.750 $1.010 $40.970 7 6 900 $26.480 $9.000 $3.760 $2.380 $.990 $1.010 $43.620 8 6 900 $28.200 $9.000 $3.850 $2.460 $1.700 $1.010 $46.220

FOOTNOTE(S)
Basic Hourly Rate -- includes amount withheld for working dues.

Other --includes LMCC Fund contribution.
* There are no predetermined increases applicable to the apprentices.

Expire Date: 06-30-2022 * Craft/Classification: Painter Indentured/Other: INY KER MON Shift: 1
Counties: Inyo, Kern, Los Angeles (Antelope Valley Area), Mono Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Painter Indentured/Other: INY KER MON Shift: 2
Counties: Inyo, Kern, Los Angeles (Antelope Valley Area), Mono Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 900 $15.660 $7.050 $1.070 $1.230 $.750 $1.010 $26.770 2 6 900 $16.220 $7.350 $1.110 $1.270 $.750 $1.010 $27.710 3 6 900 $16.800 $8.270 $1.340 $1.510 $.750 $1.010 $29.680 4 6 900 $18.010 $9.000 $1.760 $1.590 $.750 $1.010 $32.120 5 6 900 $19.250 $9.000 $1.840 $2.200 $.750 $1.010 $34.050 6 6 900 $20.430 $9.000 $2.460 $2.280 $.750 $1.010 $35.930 7 6 900 $21.660 $9.000 $3.080 $2.360 $.750 $1.010 $37.860 8 6 900 $22.870 $9.000 $3.710 $2.440 $.750 $1.010 $39.780

FOOTNOTE(S)
Includes Antelope Valley (LA).

Basic Hourly Rate -- includes amount withheld for working dues.

Other --includes LMCC Fund contribution.
* There are no predetermined increases applicable to the apprentices.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 900 $17.620 $7.050 $1.070 $1.230 $.750 $1.010 $28.730 2 6 900 $18.250 $7.350 $1.110 $1.270 $.750 $1.010 $29.740 3 6 900 $18.900 $8.270 $1.340 $1.510 $.750 $1.010 $31.780 4 6 900 $20.260 $9.000 $1.760 $1.590 $.750 $1.010 $34.370 5 6 900 $21.660 $9.000 $1.840 $2.200 $.750 $1.010 $36.460 6 6 900 $22.980 $9.000 $2.460 $2.280 $.750 $1.010 $38.480 7 6 900 $24.370 $9.000 $3.080 $2.360 $.750 $1.010 $40.570 8 6 900 $25.730 $9.000 $3.710 $2.440 $.750 $1.010 $42.640

FOOTNOTE(S)
Includes Antelope Valley (LA).

Basic Hourly Rate -- includes amount withheld for working dues.

Other --includes LMCC Fund contribution.
* There are no predetermined increases applicable to the apprentices.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Parking and Highway Improvement (StriperLaborer) Shift: 1 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Apprentice Wage & Benefit Rates are calculated based on Group 3 Journeyman rates.

Vacation/Holiday - Includes amount for supplemental dues Other - Includes amount for Center for Contract Compliance, Industry Fund, and Contract Administration Fund. *No Predetermined increases
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Pile Driver (Carpenter) Indentured/Other: Pile Driver Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Pile Driver (Carpenter) Indentured/Other: Pile Driver Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For periods 4-8, includes an amount for Annuity.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 N/A 1,000 $17.830 $8.000 $.000 $8.160 $.570 $.490 $35.050 2 N/A 600 $22.290 $8.000 $.000 $8.160 $.570 $.490 $39.510 3 N/A 600 $26.740 $8.000 $.000 $8.160 $.570 $1.490 $44.960 4 N/A 600 $28.970 $8.000 $5.660 $7.160 $.570 $2.490 $52.850 5 N/A 600 $31.200 $8.000 $5.660 $7.160 $.570 $2.490 $55.080 6 N/A 600 $33.430 $8.000 $5.660 $7.160 $.570 $2.490 $57.310 7 N/A 600 $35.660 $8.000 $5.660 $7.160 $.570 $2.490 $59.540 8 N/A 600 $40.110 $8.000 $5.660 $7.160 $.570 $2.490 $63.990

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For periods 4-8, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-01-2022 * Craft/Classification: Plaster Tender Shift: 1 Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation/Holiday Fund -- Includes amount for Supplemental Dues ($1.95). * No Predetermined Increases.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-02-2022 * Craft/Classification: Plasterer Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation/Holiday: Includes an amount for Dues Check Off Other: Includes amounts for Work Preservation (Periods 2-6), Administrative Promotion (Periods 2-6) fund, and Vacation Administration (Periods 2- 6).
*NO PREDETERMINED INCREASES APPLICABLE FOR THE APPRENTICES.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-31-2022 ** Craft/Classification: Plumber, Pipefitter, Steamfitter Shift: 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-31-2022 ** Craft/Classification: Plumber, Pipefitter, Steamfitter Shift: 2 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate: includes an amount withheld for Dues Check Off which is not factored into overtime and an amount for Vacation factored at 1.5 times for all overtime. Dues Check Off: Period 1: $1.35, Periods 2-5: $1.85. Vacation: Period 1: $1.76, Period 2: $2.06, Period 3: $2.36, Period 4:

2.65, Period 5: $2.95
Pension: Includes amounts for Pension, National Pension and Retiree's Christmas Fund Vacation: Included in the Basic Hourly Rate, factored at 1.5 times for all overtime.

Other: Includes amounts for PIPE, LMCC, and CED (Contractor Education Development Fund) **Journeyman and Apprentice Predetermined Increases:
09-01-2022: $2.26 to be allocated to wages and/or fringes. 09-01-2023: $2.35 to be allocated to wages and/or fringes. 09-01-2024: $2.50 to be allocated to wages and/or fringes. 09-01-2025: $2.50 to be allocated to wages and/or fringes.

There may be corresponding wage allocations for the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

FOOTNOTE(S)
These Rates are for SHIFT 2 PAY.

Basic Hourly Rate: Includes an amount withheld for Dues Check Off which is not factored into overtime and an amount for Vacation factored at 1.5 times for all overtime. Dues Check Off: Period 1: $1.35, Period 2-5: $1.85. Vacation: Period 1: $1.76, Period 2: $2.06, Period 3: $2.36, Period 4:
$2.65, Period 5: $2.95
Pension: Includes amounts for Pension, National Pension and Retiree's Christmas Fund Vacation: Included in the basic hourly rate, and factored at 1.5 for all overtime.

There may be corresponding wage allocations for the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

FOOTNOTE(S)
On any job where coal tar pitch or coal pitch products are used, all workers shall be paid a premium of $1.50 per hour over the Basic Hourly Rate.

This also includes scrape off, tear off and application of liquids containing coal tar pitch.

BHR - Includes amount for Work Assessment Dues that is not factored into overtime (Period 1-2: $1.10. Period 3-5: $1.35. Period 6-7: $1.60). **Journeyman Predetermined Increases
Effective July 1, 2021 $0.10 to Health and Welfare.

There will be no further increases applicable to this determination .

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Scaffold Builder (Carpenter) Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Scaffold Builder (Carpenter) Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation/Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee and Industry Advancement. For periods 4-8, includes an amount for Annuity.

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 600 $15.000 $8.000 $.000 $8.160 $.620 $.440 $32.220 2 6 600 $17.820 $8.000 $.000 $8.160 $.620 $.440 $35.040 3 6 600 $21.380 $8.000 $.000 $8.160 $.620 $1.440 $39.600 4 6 600 $23.170 $8.000 $5.660 $7.160 $.620 $2.440 $47.050 5 6 600 $24.950 $8.000 $5.660 $7.160 $.620 $2.440 $48.830 6 6 600 $26.730 $8.000 $5.660 $7.160 $.620 $2.440 $50.610 7 6 600 $28.510 $8.000 $5.660 $7.160 $.620 $2.440 $52.390 8 6 600 $32.080 $8.000 $5.660 $7.160 $.620 $2.440 $55.960

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Vacation/Holiday--Includes an amount for Supplemental Dues.

Other--Includes an amount for Contract Administration, Cooperation Committee and Industry Advancement. For periods 4-8, includes an amount for Annuity.

Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 ** Craft/Classification: Sheet Metal Worker (HVAC) Shift: 1 Counties: Imperial, San Diego
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 ** Craft/Classification: Sheet Metal Worker (HVAC) Shift: 2 Counties: Imperial, San Diego

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount for working dues ($0.65) Health & Welfare - Includes an amount for SMOHIT ($0.02).

Pension - Includes an amount for 401(a) Plan ($0.25). PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE AMOUNT PAID FOR

THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE, BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENERAL PREVAILING RATE OF PER DIEM WAGES.

Training - Includes an amount for The International Training Institute ($0.12).

Other - Includes amounts for Industry Fund ($0.55), NEMI ($0.03), and SMWSF ($0.01).

Journeyman Predetermined increases:

Effective 07-01-2022: $2.94 to be allocated to wages and/or fringes.

Effective 07-01-2023: $3.06 to be allocated to wages and/or fringes.

Effective 07-01-2024: $3.18 to be allocated to wages and/or fringes.

Effective 07-01-2025: $3.31 to be allocated to wages and/or fringes.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 ** Craft/Classification: Sheet Metal Worker (HVAC) Shift: 3 Counties: Imperial, San Diego
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $23.130 $7.370 $3.730 $.000 $1.120 $.590 $35.940 2 6 N/A $24.520 $7.370 $3.900 $.000 $1.120 $.590 $37.500 3 6 N/A $25.910 $7.370 $4.080 $.000 $1.120 $.590 $39.070 4 6 N/A $27.290 $7.370 $4.260 $.000 $1.120 $.590 $40.630 5 6 N/A $28.680 $7.370 $4.440 $.000 $1.120 $.590 $42.200 6 6 N/A $30.080 $7.370 $4.620 $.000 $1.120 $.590 $43.780 7 6 N/A $31.470 $10.150 $4.800 $.000 $1.120 $.590 $48.130 8 6 N/A $32.850 $10.150 $4.970 $.000 $1.120 $.590 $49.680 9 6 N/A $34.240 $10.150 $5.150 $.000 $1.120 $.590 $51.250 10 6 N/A $36.550 $10.150 $5.450 $.000 $1.120 $.590 $53.860

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount for working dues ($0.65) Health & Welfare - Includes an amount for SMOHIT ($0.02).

Pension - Includes an amount for 401(a) Plan ($0.25). PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE AMOUNT PAID FOR

Training - Includes an amount for The International Training Institute ($0.12).

Other - Includes amounts for Industry Fund ($0.55), NEMI ($0.03), and SMWSF ($0.01).

Journeyman Predetermined increases:

Effective 07-01-2022: $2.94 to be allocated to wages and/or fringes.

Effective 07-01-2023: $3.06 to be allocated to wages and/or fringes.

Effective 07-01-2024: $3.18 to be allocated to wages and/or fringes.

Effective 07-01-2025: $3.31 to be allocated to wages and/or fringes.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $24.750 $7.370 $3.730 $.000 $1.120 $.590 $37.560 2 6 N/A $26.230 $7.370 $3.900 $.000 $1.120 $.590 $39.210 3 6 N/A $27.720 $7.370 $4.080 $.000 $1.120 $.590 $40.880 4 6 N/A $29.200 $7.370 $4.260 $.000 $1.120 $.590 $42.540 5 6 N/A $30.680 $7.370 $4.440 $.000 $1.120 $.590 $44.200 6 6 N/A $32.180 $7.370 $4.620 $.000 $1.120 $.590 $45.880 7 6 N/A $33.660 $10.150 $4.800 $.000 $1.120 $.590 $50.320 8 6 N/A $35.140 $10.150 $4.970 $.000 $1.120 $.590 $51.970 9 6 N/A $36.630 $10.150 $5.150 $.000 $1.120 $.590 $53.640 Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 10 6 N/A $39.100 $10.150 $5.450 $.000 $1.120 $.590 $56.410

FOOTNOTE(S)
Basic Hourly Rate - Includes an amount for working dues ($0.65) Health & Welfare - Includes an amount for SMOHIT ($0.02).

Pension - Includes an amount for 401(a) Plan ($0.25). PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE AMOUNT PAID FOR

Training - Includes an amount for The International Training Institute ($0.12).

Other - Includes amounts for Industry Fund ($0.55), NEMI ($0.03), and SMWSF ($0.01).

Journeyman Predetermined increases:

Effective 07-01-2022: $2.94 to be allocated to wages and/or fringes.

Effective 07-01-2023: $3.06 to be allocated to wages and/or fringes.

Effective 07-01-2024: $3.18 to be allocated to wages and/or fringes.

Effective 07-01-2025: $3.31 to be allocated to wages and/or fringes.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Shingler (Carpenter) Indentured/Other: Shingler - Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura
Determination: 2022-1 Issue Date: 02-22-2022
Expire Date: 06-30-2022 * Craft/Classification: Shingler (Carpenter) Indentured/Other: Shingler - Area 1 Counties: Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Indentured on/after July 1, 2018.

Vacation & Holiday--Includes an amount for Supplemental Dues Other--Includes an amount for Contract Administration, Cooperation Committee, Cooperation Committee/Partnership for Jobs & Industry Advancement. For periods 4-8, includes an amount for Annuity.

FOOTNOTE(S)
Indentured prior to July 1, 2018.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Sound and Signal Tech Shift: 1 Counties: Imperial, San Diego
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Sound and Signal Tech Shift: 2 Counties: Imperial, San Diego
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Sound and Signal Tech Shift: 3 Counties: Imperial, San Diego

FOOTNOTE(S)
Pension -- Includes an amount equal to 3% of the Basic Hourly Rate (BHR) added to the daily and overtime rate for the NEBF. Pursuant to Labor Code Sections 1773.1 and 1773.8, the amount paid for the employer payment may vary resulting in a lower taxable Basic Hourly Rate, but the Total Hourly Rates for Straight Time and Overtime may not be less than the general prevailing rate of per diem wages.

Other -- Includes amount for Labor Management Cooperation Committee Fund and Education Manpower Development Trust (EMDT).

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $26.840 $6.200 $.860 $.000 $.870 $.140 $34.910
2 6 N/A $26.840 $6.200 $.860 $.000 $.870 $.140 $34.910
3 6 N/A $30.970 $6.200 $4.490 $.000 $.870 $.140 $42.670 4 6 N/A $30.970 $6.200 $4.490 $.000 $.870 $.140 $42.670 5 6 N/A $35.100 $6.200 $5.090 $.000 $.870 $.140 $47.400 6 6 N/A $35.100 $6.200 $5.090 $.000 $.870 $.140 $47.400 7 6 N/A $37.160 $6.200 $5.390 $.000 $.870 $.140 $49.760 8 6 N/A $37.160 $6.200 $5.390 $.000 $.870 $.140 $49.760

Other -- Includes amount for Labor Management Cooperation Committee Fund and Education Manpower Development Trust (EMDT).

Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate Period Duration Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 N/A $30.060 $6.200 $.950 $.000 $.870 $.140 $38.220
2 6 N/A $30.060 $6.200 $.950 $.000 $.870 $.140 $38.220
3 6 N/A $34.690 $6.200 $4.600 $.000 $.870 $.140 $46.500 4 6 N/A $34.690 $6.200 $4.600 $.000 $.870 $.140 $46.500 5 6 N/A $39.310 $6.200 $5.220 $.000 $.870 $.140 $51.740 6 6 N/A $39.310 $6.200 $5.220 $.000 $.870 $.140 $51.740 7 6 N/A $41.630 $6.200 $5.530 $.000 $.870 $.140 $54.370 8 6 N/A $41.630 $6.200 $5.530 $.000 $.870 $.140 $54.370

Other -- Includes amount for Labor Management Cooperation Committee Fund and Education Manpower Development Trust (EMDT).

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-05-2022 ** Craft/Classification: Streetlighting, Traffic Signal, Underground Systems Technician
Shift: 1 Counties: Imperial, San Diego
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-05-2022 ** Craft/Classification: Streetlighting, Traffic Signal, Underground Systems Technician
Shift: 2 Counties: Imperial, San Diego

FOOTNOTE(S)
Applies to all Technicians Grades 1 - 3.

Other--Includes amounts for Labor Management Cooperation Committee Fund and Manpower Development Trust.

Journeyman Predetermined Increases:

Effective 6/6/2022, there will be an increase of $1.75 allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 1 6 800 $21.650 $6.200 $.700 $.000 $.250 $.170 $28.970
2 6 800 $23.820 $6.200 $.760 $.000 $.250 $.170 $31.200
3 6 800 $25.980 $6.200 $1.680 $.000 $.250 $.170 $34.280 4 6 800 $28.150 $6.200 $1.820 $.000 $.250 $.170 $36.590 5 6 800 $30.310 $6.200 $1.960 $.000 $.250 $.170 $38.890 6 6 800 $32.480 $6.200 $2.100 $.000 $.250 $.170 $41.200 7 6 800 $34.650 $6.200 $2.240 $.000 $.250 $.170 $43.510 Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-05-2022 ** Craft/Classification: Streetlighting, Traffic Signal, Underground Systems Technician
Shift: 3 Counties: Imperial, San Diego
Period Duration
Months
OJT
Hours
Basic Hourly
Rate
Health &
Welfare Pension Vacation/Holiday Training Other Total HourlyRate 8 6 800 $36.810 $6.200 $2.380 $.000 $.250 $.170 $45.810

FOOTNOTE(S)
Applies to all Technicians Grades 1 - 3.

Other--Includes amounts for Labor Management Cooperation Committee Fund and Manpower Development Trust.

Journeyman Predetermined Increases:

Effective 6/6/2022, there will be an increase of $1.75 allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

FOOTNOTE(S)
Applies to all Technicians Grades 1 - 3.

Other--Includes amounts for Labor Management Cooperation Committee Fund and Manpower Development Trust.

Journeyman Predetermined Increases:

Effective 6/6/2022, there will be an increase of $1.75 allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 06-30-2022 * Craft/Classification: Teamster Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation & Holiday - Includes Amount for Supplemental Dues.

Apprentice rates based on Group X Journeyman Rates.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 ** Craft/Classification: Terrazzo Finisher (Carpenter) Indentured/Other: Terrazzo Finisher (Carpenter) Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation/Holiday includes an amount for Supplemental Dues. ** Journeyman Predetermined Increases
Effective June 1, 2022: $1.30 to be allocated to wages and/or employer payments.

Effective June 1, 2023: $2.10 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-31-2022 * Craft/Classification: Terrazzo Finisher Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate--Includes amount for Dues check off.

Vacation/Holiday--Included in straight time hourly rate.

Other--Compliance Trust Fund.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 ** Craft/Classification: Terrazzo Installer (Carpenter) Indentured/Other: Terrazzo Installer (Carpenter) Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Vacation/Holiday includes an amount for Supplemental Dues. ** Journeyman Predetermined Increases
Effective June 1, 2022: $1.30 to be allocated to wages and/or employer payments.

Effective June 1, 2023: $2.10 to be allocated to wages and/or employer payments.

There may be corresponding predetermined increase(s) to the apprentices associated with this journeyman craft/classification. Please fax a request to (415) 703-4771 or send to the following address:

Department of Industrial Relations
Office of the Director - Research Unit
P.O. Box 420603
San Francisco, CA 94142-0603
Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 08-31-2022 * Craft/Classification: Terrazzo Worker Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate--Includes amount for Dues check off.

Vacation/Holiday--Included in straight time hourly rate.

Other--Compliance Trust Fund.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Tile Finisher Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate: Includes amount withheld for administrative dues Training: Includes the amount for International Masonry Institute (IMI) Other: Includes amount for Contract Administration Fund.

Determination: 2022-1 Issue Date: 08-22-2021
Expire Date: 05-31-2022 * Craft/Classification: Tile Layer Counties: Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, Ventura

FOOTNOTE(S)
Basic Hourly Rate: Includes amount withheld for Administrative Dues.

Training: Includes the amount for International Masonry Institute (IMI) Other: Includes amounts for Contract Administration Fund (CAF), Labor Management Cooperation Committee (L/M), and Labor Compliance.

NEW RIVER IMPROVEMENT PROJECT – CALEXICO REACH

ATTACHMENT A
(TECHNICAL SPECIFICATIONS)
Prepared for:

City of Calexico
Prepared by:
9755 Clairemont Mesa Blvd.

San Diego, CA 92124
(858) 614-5000
Contact Person:

Brian Stup, P.E.

JN 165945
Revised Technical Specifications
FOR
New River Improvement Project - Calexico
May 31, 2022
Addendum 100% Bid Set - Not for Construction

THIS PAGE INTENTIONALLY BLANK
City of Calexico TABLE OF CONTENTS
New River Improvement Project – Calexico Reach 00 01 10 - 1 SECTION 00 01 10

TABLE OF CONTENTS
DIVISION 0 PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Section 00 01 10: Table of Contents

2. Section 00 89 01: Permits
DIVISION 1 GENERAL REQUIREMENTS
01 10 GENERAL REQUIREMENTS

3. Section 01 10 00: Summary of Work and Sequence of Construction

4. Section 01 10 03: Coordination
01 20 PRICE AND PAYMENT PROCEDURES

5. Section 01 21 00: Allowances

6. Section 01 22 00: Unit Prices

7. Section 01 29 73: Schedule of Values
01 30 ADMINISTRATIVE REQUIREMENTS

8. Section 01 31 19: Project Meetings

9. Section 01 32 00: Construction Progress Documentation

10. Section 01 32 23: Construction Survey Staking

11. Section 01 32 33: Construction Photographic and Video Documentation

12. Section 01 33 00: Submittal Procedures

13. Section 01 35 19: Temporary Stream Diversion

14. Section 01 35 43: Environmental Procedures

15. Section 01 35 44: Environmental Procedures for Hazardous Materials 01 40 QUALITY REQUIREMENTS

16. Section 01 40 00: Quality Requirements
01 50 TEMPORARY FACILITIES AND CONTROLS

17. Section 01 50 00: Temporary Facilities and Controls

18. Section 01 52 13: Field Offices

19. Section 01 57 23: Temporary Storm Water Pollution Control 01 60 PRODUCT REQUIREMENTS

20. Section 01 63 00: Product Substitution Procedures

21. Section 01 64 50: System Integrators

22. Section 01 65 00: Product Delivery Requirements

23. Section 01 66 00: Product Storage and Handling Requirements 01 70 EXECUTION AND CLOSEOUT REQUIREMENTS

24. Section 01 71 13: Mobilization and Demobilization

25. Section 01 73 24: Seismic Restraint

26. Section 01 73 33: Mechanical Identification

27. Section 01 74 00: Cleaning and Waste Management

28. Section 01 75 00: Starting and Adjusting

29. Section 01 77 00: Closeout Procedures

30. Section 01 78 23: Operation and Maintenance Data

31. Section 01 78 36: Project Warranties

32. Section 01 78 39: Project Record Documents

33. Section 01 78 43: Spare Parts

34. Section 01 79 00: Demonstration and Training
DIVISION 2 EXISTING CONDITIONS

35. Section 02 05 00: Basic Civil Engineering Requirements

36. Section 02 41 13: Selective Site Demolition

37. Section 02 41 14: Paving Removal and Resurfacing

38. Section 02 41 15: Utility Line Removal and Abandonment DIVISION 3 CONCRETE
03 10 CONCRETE FORMING AND ACCESSORIES

39. Section 03 10 00: Concrete Forming

40. Section 03 15 00: Concrete Accessories
03 20 CONCRETE REINFORCING

41. Section 03 20 00: Concrete Reinforcing
City of Calexico TABLE OF CONTENTS
New River Improvement Project – Calexico Reach 00 01 10 - 2 03 30 CAST-IN-PLACE CONCRETE

42. Section 03 30 00: Cast-in-Place Concrete

43. Section 03 35 00: Concrete Finishing

44. Section 03 39 00: Concrete Curing
03 40 PRECAST CONCRETE

45. Section 03 40 00: Precast Concrete
03 60 GROUTING

46. Section 03 60 00: Grouting
DIVISION 5 METALS
05 05 COMMON WORK RESULTS FOR METALS

47. Section 05 05 23: Metal Fastenings and Welds
05 10 STRUCTURAL METAL FRAMING

48. Section 05 12 00: Structural Steel Framing
05 30 METAL DECKING
05 40 COLD-FORMED METAL FRAMING

49. Section 05 40 00: Cold-Formed Metal Framing
05 50 METAL FABRICATIONS

50. Section 05 50 00: Metal Fabrications

51. Section 05 51 00: Stairs and Ladders

52. Section 05 53 00: Gratings and Floor Plates
DIVISION 8 OPENINGS
08 30 SPECIALTY DOORS AND FRAMES

53. Section 08 33 23: Overhead Coiling Doors
08 50 WINDOWS

54. Section 08 51 13: Aluminum Windows
08 80 GLAZING

55. Section 08 81 00: Glass Glazing
08 90 LOUVERS AND VENTS

56. Section 08 91 19: Fixed Louvers
DIVISION 9 FINISHES
09 20 PLASTER AND GYPSUM BOARD

57. Section 09 29 00: Gypsum Board
09 90 PAINTING AND COATING

58. Section 09 90 00: Painting and Coating

59. Section 09 92 00: Galvanizing

60. Section 09 96 56: Epoxy Linings and Coatings
DIVISION 13 SPECIAL CONSTRUCTION

61. Section 13 34 00: Prefabricated Metal Building
DIVISION 22 PLUMBING
22 10 PLUMBING PIPING

62. Section 22 10 00: Plumbing Piping
22 40 PLUMBING FIXTURES

63. Section 22 42 40: Cleanouts, Floor Drains, Roof Drains, and Traps DIVISION 23 HEATING, VENTILATING AND AIR CONDITIONING
23 05 COMMON WORK RESULTS FOR HVAC

64. Section 23 05 48: Vibration and Seismic Controls for HVAC

65. Section 23 05 93: Testing, Adjusting and Balancing
23 30 HVAC AIR DISTRIBUTION

66. Section 23 31 00: HVAC Ducts and Casings

67. Section 23 33 00: Air Duct Accessories

68. Section 23 34 00: HVAC Fans

69. Section 23 36 00: Air Outlets and Inlets
23 80 DECENTRALIZED HVAC EQUIPMENT

70. Section 23 81 26: Split-System Air Conditioners
DIVISION 26 ELECTRICAL
26 05 COMMON WORK RESULTS FOR ELECTRICAL

71. Section 26 05 02: Basic Electrical Requirements

72. Section 26 05 04: Basic Electrical Materials and Methods

73. Section 26 05 05: Conductors
City of Calexico TABLE OF CONTENTS
New River Improvement Project – Calexico Reach 00 01 10 - 3

74. Section 26 05 26: Grounding and Bonding for Electrical Systems

75. Section 26 05 33: Raceway and Boxes

76. Section 26 05 47: Cabinets and Enclosures

77. Section 26 08 00: Commissioning of Electrical Systems

78. Section 26 09 00 Instrumentation and Control for Electrical Systems

79. Section 26 14 13: Switchboards
26 20 LOW-VOLTAGE ELECTRICAL DISTRIBUTION

80. Section 26 20 00: Low-Voltage Induction Motors

81. Section 26 22 00 Low-Voltage Transformers

82. Section 26 24 16: Panelboards

83. Section 26 27 26: Wiring Devices

84. Section 26 29 23: Low-Voltage Variable Frequency Drive 26 30 FACILITY ELECTRICAL POWER GENERATING AND STORING EQUIPMENT

85. Section 26 32 13: Packaged Engine Generator System

86. Section 26 36 00: Transfer Switches
26 40 FACILITY ELECTRICAL PROTECTION

87. Section 26 43 00: Transient Voltage Suppression
26 50 LIGHTING

88. Section 26 50 00: Interior Lighting

89. Section 26 56 00: Exterior Lighting
DIVISION 28 ELECTRONIC SAFETY AND SECURITY

90. Section 28 31 00: Intrusion Detection
DIVISION 31 EARTHWORK
31 00 COMMON WORK RESULTS FOR EARTHWORK

91. Section 31 05 16: Aggregate and Rock Products for Earthwork

92. Section 31 05 19: Ground Improvement

93. Section 31 05 50: Protecting Existing Utilities
31 10 SITE CLEARING

94. Section 31 10 00: Site Clearing
31 20 EARTH MOVING

95. Section 31 23 00: Excavation and Fill

96. Section 31 23 19: Dewatering
31 30 EARTHWORK METHODS

97. Section 31 37 00: Riprap
DIVISION 32 EXTERIOR IMPROVEMENTS
32 12 FLEXIBLE PAVING

98. Section 32 12 16: Asphalt Paving Systems Conforming to Greenbook Specifications 32 13 RIGID PAVING

99. Section 32 13 13: Concrete Paving
100. Section 32 13 73: Concrete Paving Joint Sealants
32 30 SITE IMPROVEMENTS
101. Section 32 31 13: Chain Link Fences
102. Section 32 31 20: Ornamental Steel Fences and Gates DIVISION 33 UTILITIES
33 01 30 SEWER INSPECTION, BYPASSING AND REHABILITATION 103. Section 33 01 30: Bypassing Operations
33 05 COMMON WORK RESULTS FOR UTILITIES
104. Section 33 05 26: Utility Identification
105. Section 33 05 32: Flange Insulating Kits and Threaded Insulated Bushings 106. Section 33 05 33: General Piping Requirements and Appurtenances 107. Section 33 05 37: Wall Pipes, Seep Rings, and Penetrations 108. Section 33 05 38: Hangers and Supports
33 08 COMMISSIONING OF UTILITIES
109. Section 33 08 11: Pressure Testing and Flushing of Utilities 110. Section 33 08 31: Leakage and Infiltration Testing of Gravity Sewer Pipelines 33 11 WATER UTILITY PIPING
111. Section 33 11 11: Ductile Iron Pipe and Fittings
112. Section 33 11 15: Stainless Steel Pipe
113. Section 33 11 21: Brass and Copper Pipe
City of Calexico TABLE OF CONTENTS
New River Improvement Project – Calexico Reach 00 01 10 - 4 114. Section 33 11 22: Miscellaneous Appurtenances
115. Section 33 11 33:PVC Schedule 40 Plastic Pipe
33 12 WATER UTILITY DISTRIBUTION VALVES AND EQUIPMENT
116. Section 33 12 12: Resilient Wedge Gate Vales
117. Section 33 12 16: Plug Valves
118. Section 33 12 18: Check Valves
119. Section 33 12 25: Air and Vacuum Valves for Wastewater Service 120. Section 33 12 48: Seismic Valve Controller and Motorized Actuator 121. Section 33 12 71: Stainless Steel Slide Gates
122. Section 33 12 74: Duckbill Check Valves
33 30 SANITARY SEWERAGE UTILITIES
123. Section 33 30 31: Polyvinyl-Chloride Gravity Sewer Pipe 124. Section 33 32 30: Self Priming Pumps
33 42 STORMWATER CONVEYANCE
125. Section 33 42 19: Centrifugally Cast Fiberglass-Reinforced Polymer Mortar Pipe DIVISION 40 PROCESS INTEGRATION
40 60 PROCESS CONTROL AND ENTERPRISE MANAGEMENT SYSTEMS 126. Section 40 63 43: Programmable Logic Controllers, Pump Controller and SCADA RTU 40 67 CONTROL SYSTEM EQUIPMENT, PANELS, AND RACKS
127. Section 40 67 00: Control System Equipment Panels and Racks 40 70 INSTRUMENTATION FOR PROCESS SYSTEMS
40 71 FLOW MEASUREMENT
128. Section 40 71 13: Magnetic Flow Meters
40 72 LEVEL MEASUREMENT
129. Section 40 72 13: Ultrasonic and Submersible Level Meters 130. Section 40 72 76: Level Switches
40 73 PRESSURE, STRAIN, AND FORCE MEASUREMENT
131. Section 40 73 00: Pressure and Flow Instruments
40 90 PRIMARY CONTROL DEVICES
132. Section 40 90 00: Instrumentation and Controls
133. Section 40 90 20: Control System Descriptions
134. Section 40 95 80: Fiber Optic Communications System DIVISION 41 MATERIAL PROCESSING AND HANDLING EQUIPMENT
135. 41 24 00 Automatic Trolley-Mounted Trash Screen Rake Project Owner
New River Improvement Project - Calexico

PERMITS
00 89 01 - 1
SECTION 00 89 01

PERMITS
PART 1 - GENERAL

1.1 Work Included
A. Owner will have the following permits on-hand (i.e., issued by regulatory agency) prior to commencement of construction:
a. Clean Water Act (CWA) Sec. 401 Water Quality Certification from the Colorado River Basin Regional Water Quality Control Board (RWQCB) for Project construction activities in New River and floodplain wetlands.
b. CWA Sec. 404 Permit from the US Army Corps of Engineers for discharges of dredged or fill material into New River and floodplain wetlands. c. California Fish and Game Code Sec. 1602 Streambed Alteration Agreement from the California Department of Fish and Wildlife.
d. RWQCB revised NPDES permit for the City of Calexico WWTP to discharge WWTP effluent discharge from the Pump-back system at a point immediately downstream from the Diversion Structure into the New River.
e. Temporary Encroachment and Occupancy Permit from the US General Services Administration for the Trash Screen and Diversion Structure. f. City of Calexico Encroachment Permit.
g. City of Calexico Grading Permit.

B. Contractor will be required to implement management practices to ensure compliance with Permits A.1, A.2, and A.3.

C. Contractor must obtain, pay for, and comply with the following required permits, licenses, work permits and authorizations before starting construction:

1. Licenses
a. Before submitting bids, Contractors shall be licensed in accordance with provisions of Chapter 9, Division 3, of Business and Professions Code of State of California. A Class General Engineering License is required.
b. Obtain business license from City of Calexico.

2. Permits
a. California Regional Water Quality Control Board, Colorado River Basin (RWQCB) General Waste Discharge Requirements and National Pollutant Elimination System (NPDES) Permit for Discharges of Low Threat to Water Quality to Surface Waters in the Colorado River Basin for Project dewatering activities b. State Water Resources Control Board General Waste Discharger Requirements and NPDES Permit for Discharges Associated with Construction and Land Disturbance Activities. c. California Division of Occupational Safety and Health Administration (Cal/OSHA). d. Imperial County Air Pollution Control District permit to construct and operate emergency generator.
e. California Division of Industrial Safety, Safety Permit. f. Cal/OSHA Annual Excavation and Dirt Moving Permit (required for excavations greater than 5' in depth).
g. California Department of Industrial Relations, Division of Occupational Safety and Project Owner
New River Improvement Project - Calexico

PERMITS
00 89 01 - 2
Health, Mining and Tunneling Unit, Tunneling Permit if Tunneling occurs.

3. Contractor shall execute Special Inspection Agreement with City's Building Inspection Department, prior to commencing construction.

D. Obtain permits, licenses, and service agreements before starting construction.

E. All Work in public right-of-way shall be covered by permits from applicable jurisdictional agencies.

1.2 Related Work
A. Section 01 22 00: Unit Prices.

B. Section 01 57 23: Temporary Storm Water Pollution Control.

C. Section 02 05 00: Basic Civil Engineering Requirements.

1.3 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION

License and Permits Submit copies of license and permits

Service Agreements Submit copies of service agreements

1.4 Unit Prices
A. Payment for Work in this section shall be included as part of lump-sum or unit-price bid amount for mobilization.

B. Refer to Section 01 22 00 for measurement and payment clauses for permits and perit compliance.

1.5 Allowance for Reimbursement for Permit Fees of Part 1.1.C.2, above A. No measurement will be made for this item.

B. Work to be paid for under this item shall include permitting fees required by public agencies in excess of $ 4,000 cumulative amount to perform Work within public agency jurisdictions as required by public agencies and Contract Documents. No reimbursement will be made for fees less than $4,000.

C. Contractor may be entitled to reimbursement for any single permit fee exceeding $1,500, within 45 days of invoice, unless permit fee is the only permit fee paid by Contractor (see Part 1.1.C.2 above).

D. Notwithstanding stipulated allowance, payment will be made at exact invoice amount shown by invoice, receipt, or cancelled check received from or paid to permitting agencies, upon submittal by Contractor of said invoices, receipts or cancelled checks. No additional allowance for expenses, overhead, or profit will be paid under this Bid Item.

E. Contractor’s costs for administration, overhead and profit for permit application, payment and compliance shall be included under lump-sum Bid Item for Mobilization-Demobilization.

Project Owner
New River Improvement Project - Calexico

PERMITS
00 89 01 - 3
PART 2 – PRODUCTS (not used)
PART 3 – EXECUTION (not used)

END OF SECTION

Project Owner
New River Improvement Project - Calexico

PERMITS
00 89 01 - 4

THIS PAGE INTENTIONALLY BLANK
Project Owner SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION New River Improvement Project – Calexico 01 10 00 - 1
SECTION 01 10 00

SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION
PART 1 - GENERAL

1.1 Work Covered by Contract Documents
A. Summary of Work, location, Work sequence, closeout, Contractor use of premises, and activities by others at Project site.

B. Work includes furnishing products, labor, tools, transportation, and services to:

C. Construction and installation of the New River bypass encasement to transfer flow to a concrete energy dissipater, pump back system pump station, and trash screen and diversion structure. Provide, replace and construct all trenching, grading, fencing, curbs and gutters.

D. Diversion Structure and Trash Rack

1. Construct new concrete channel diversion in the existing New River, including concrete diversion structure, aluminum slide gate with seismic actuator and handwheel operation, concrete push-up weir and trash rack system.

2. Construct new trash rack system, including stainless-steel bar screens, overhead trolley monorail, overhead gripper unit, and two maintenance platforms with ladders.

3. Install security fence and swing entry gate for maintenance and trash refuse access.

4. Regrade and pave site to provide access to equipment.

5. Contractor to implement means and methods to isolate and construct temporary gravity diversion and dewatering for temporary bypass, including cast-in-place trash screen and diversion structure, site civil improvements, grading, electrical improvements and mechanical improvements.

6. Relocation or removal of existing on-site items, including security gate, water sampling bridge and gaging station.

7. Construct trenching, grading and fencing.

E. Encasement Pipeline & Energy Dissipater

1. Construct, develop, and test approximately 8,100 LF fiberglass-reinforced polymer mortar encasement pipe, including storm drain cleanouts, watertight joints and cutoff walls.

2. Construct rip-rap and concrete energy dissipater for bypass encasement discharge.

3. Construct trenching, grading and fencing.

4. Contractor to perform erosion control.

5. Contractor to perform micro-tunneling for portion of encasement pipe.

F. Pump Back System

1. Construct 5.0-million-gallon pump back system, including three centrifugal pumping units, appurtenant isolation valves, fittings and pressure instrumentation, wet well and flow meter vault.

2. Construct diameter precast concrete wet well, including PVC pipelines, sewer manholes and concrete diversion structure.

3. System includes prefabricated pump back system pump station building, generator and transfer switch.

4. Construct concrete padding, trenching, fencing and pavement for pump back system.

Project Owner SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION New River Improvement Project – Calexico 01 10 00 - 2

5. Paint and coat pump back building interior and exterior of appurtenant piping and metal appurtenances.

6. Construct new PVC storm drain to replace and connect to existing storm drain junction box and storm drain.

7. Construct, develop, and test approximately 4,100 LF zinc coated ductile iron pipe force main including combination air release valves and blowoffs.

8. Construct fiber optic pullbox and conduit.

9. Rerouting of existing secondary flows from Calexico WWTP.

G. No demolition work shall proceed prior to receipt of confirmation of delivery dates from manufacturers of manufactured items having more than 30 days lead time.

H. Furnish and install complete operating engineered systems, including appurtenant structural, mechanical and/or electrical mountings fittings or connections required for compliance with Manufacturer’s installation requirements, for compliance with applicable building, fire, plumbing, mechanical, electrical, fuel gas, Green building, and energy codes and standards, and as needed to permit systems to perform all functions required by Contract Documents and described in Manufacturer’s printed literature.

I. Contractor’s submission of bid shall constitute acknowledgment that, if awarded contract, they have relied upon and are relying upon their own examination of (a) the Work site, (b) access to Work site, (c) conditions under which Work is to be performed and (d) all other data and matters requisite to fulfillment of Work and on their knowledge of existing facilities on and near Work site.

1.2 Project Location
A. Project address is as follows:

See Plans – Calexico California.

B. Project site conditions are as follows:

Ground Elevation: -45’ to 100’ MSL
Typical Temperature Range: 43°F - 120°F
Relative Humidity: 0% to 90%
C. Equipment shall be designated to operate at the project site. Derating and necessary oversizing to meet specified performance criteria shall be incorporated into equipment design.

Outside air containing dust will be circulated to cool equipment. Equipment shall be designed to prevent damage from high or low ambient temperature within the specified range, freezing, airborne dust, winds of up to 100 mph, and wet weather conditions. Equipment shall be designed to function satisfactorily under said conditions. Electrical and mechanical equipment shall be suitably sealed.

1.3 Normal Working Hours
A. Contractor shall conduct all Work within the following Owner-accepted schedule:

1. Normal Work Hours: 8:00 AM to 4:00 PM

2. Normal Work Days: Monday through Friday, excepting legal holidays.

B. Exceptions to this Work schedule shall be only as accepted in writing by Owner.

Project Owner SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION New River Improvement Project – Calexico 01 10 00 - 3
C. No work shall be done outside of normal work hours and work days, except where necessary for proper care and protection of Work already performed, or except in case of emergency, and in any case only with written notice to Owner’s Representative.

D. Night work may be established as regular procedure by Contractor if they first obtain written acceptance from Owner. Such notice may be revoked at any time by Owner if Contractor fails to maintain adequate nighttime force and equipment for reasonable prosecution and to justify inspection of Work.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.1 Work Sequence
A. General sequence of Work shall be:

Preparation

1. Before beginning Work, coordinate with servicing electrical utility regarding electric service to site. Obtain required permits, licenses and construction easements. Call Underground Service Alert and utilities to obtain staking and marking of buried utilities. Submit proposed schedule of Work, insurance and bonds. Pothole as needed to supplement staking and marking. Take preconstruction photographs.

2. Verify utility locations, field dimensions, pipe types and voltage and phase of on-site electrical services. If discrepancies or conflicts are found, bring these to attention of Owner’s Representative.

3. Submit Shop Drawings and other submittals.

4. Begin manufacturing and shipping materials and equipment after receiving accepted submittals.

5. Provide traffic control facilities.

6. Temporarily remove fencing and construct temporary access to site.

7. Construct temporary security fencing and appurtenances.

8. Construct temporary bypass piping and facilities for existing sewer mains where required.

9. Construct sound attenuation devices as necessary.

10. Mobilize construction equipment.

11. Provide BMP’s for SWPPP compliance.

Construction

12. Complete demolition Work as shown and required.

13. Complete construction of above-ground piping and buried bypass according to proposed Work schedule.

14. Complete construction of new equipment.

15. Construct electrical, lighting, and communications improvements.

16. Paint and coat wet well interior and exterior of appurtenant piping and metal appurtenances.

Closeout

17. Remove temporary bypass pumping, noise attenuation, fencing, paving and construction equipment.

18. Provide operator training, including O&M manuals containing engineering Product Data and Shop Drawings on equipment.

Project Owner SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION New River Improvement Project – Calexico 01 10 00 - 4

19. Provide record drawings.

20. Clean up and restore construction areas.

21. Provide warranty as specified.

3.2 Activities by Others

3.4 Cooperation with Other Contractors
A. Owner may have additional work performed in this area by other Contractors. Contract requires cooperation with those contractors in the area. Differences or conflicts which arise between Contractor and other contractors will be adjusted and determined by Owner.

Contractor shall conduct their operations to minimize interference with work being done by other contractors. Contractor shall, at their sole expense, make good, promptly, injuries or damages to other contractors’ work caused at their hands.

3.5 Contractor Use of Premises
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1. SHZHUVHUYLFHWR&DOH[LFR, Calexico :DVWHZDWHU7UHDWPHQW3ODQW, Calexico International Airport, and Calexico Animal Control facility.

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XVH RU RSHUDWLRQ RI its above-mentioned IDFLOLWLHV RU SUHPLVHV, or its neighbors' in the Project area, ZLWKRXW SULRU ZULWWHQ DXWKRUL]DWLRQ IURP 2ZQHU Project Owner SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION New River Improvement Project – Calexico 01 10 00 - 5

3. Construct accepted signs, barricades and lights necessary to ensure public safety and safety of Owner’s operators and personnel. Provide steel plates across ditches to facilitate safe access of Owner's personnel to facilities.

4. Safely maintain New River flows via temporary gravity diversion around the proposed Work.

B. Contractor shall restrict their area of operations to avoid damage of trees and shrubs and shall not remove trees unless specifically directed by Owner.

C. Contractor shall legally dispose of material removed.

D. If burning is anticipated, Contractor shall obtain necessary permits and shall give ample and proper notice to local fire warden.

E. Fences, walls, shrubs, sprinkler systems, substructures or other improvements removed or disturbed by Contractor during construction shall promptly be replaced and/or repaired at Contractor's sole expense to Owner’s satisfaction.

3.6 Responsibility for Job Site Conditions
A. Contractor shall assume sole and complete responsibility for jobsite conditions during course of construction of Work, including safety and health of persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that Contractor shall defend, indemnify and hold Owner and design consultant harmless from any and all liability except that arising from sole negligence of Owner or design consultant.

3.7 Occupancy
A. Successful completion of pre-startup checkout and functional testing shall precede Owner’s use or acceptance of completed Work.

END OF SECTION

Project Owner SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION New River Improvement Project – Calexico 01 10 00 - 6

THIS PAGE INTENTIONALLY BLANK
Project Owner COORDINATION
New River Improvement Project – Calexico 01 10 03 - 1
SECTION 01 10 03

COORDINATION
PART 1 - GENERAL

1.1 Work Included
A. Site access, licenses, permits, sales taxes, coordination with Owner, Federal, State and Local authorities, utilities, neighboring property owners, special events, design engineer, and other contractors.

1.2 Related Work
A. Section 00 89 01: Permits
B. Section 01 22 00: Unit Prices
C. Section 01 31 19: Project Meetings
D. Section 01 50 00: Temporary Facilities and Controls
E. Section 01 71 13: Mobilization and Demobilization
F. Section 31 05 50: Protecting Existing Utilities

1.3 Right-of-Way
A. Right-of-way for Work to be constructed will be provided by Owner as shown on Contract Documents.

B. Make arrangements and pay expenses for additional area required by Contractor outside right-of-way limits unless otherwise specified in Contract Documents.

C. Rights-of-way on public property shall be subject to terms and conditions of work permits and encroachment permits issued by proper public agencies as described in Section 00 89 01.

D. Confine Work, including construction activities, access to site, parking, and storage within street rights-of-way and project easements as shown on Drawings.

E. In case of serious interference to Work due to Owner’s or public agency’s delay in furnishing rights-of-way or easements necessary for construction, Contractor will be allowed an extension of time to complete Work equal to time lost by Owner delay. Owner shall not be liable for damages, including but not limited to damage for expenses, overhead or extended overhead, resulting from such delay.

F. If Contractor performs work outside limits of Work area, stop Work immediately and restore areas to their pre-construction condition to satisfaction of Owner and property owners. Provide indemnification letter to Owner regarding unauthorized work outside said rights-of-way or easements.

1.4 Access
A. During construction, Contractor will have use of premises as directed by Owner’s Representative. Owner reserves right and may undertake or award other contracts for additional Work on or near Work site. Contractor shall not have exclusive access to or use of Work areas or Work site. Owner may require Contractor to use certain facilities and areas concurrently with others.

B. Where Contractor’s Work depends on access to premises or rights-of-way that are (a) outside construction areas for Work, or (b) in use by other contractors or workers employed by other agencies, provide written notice to Owner of Contractor’s need for access, date on which such access is needed and expected duration of access needed to prosecute Work. Provide such written notice to Owner no later than 30 days prior to Contractor’s expected access date.

Project Owner COORDINATION
New River Improvement Project – Calexico 01 10 03 - 2

1.5 General Coordination
A. Contractor warrants they have reviewed Contract Documents and other pertinent information made available by Owner relating to nature and scheduling of other contracts that may be awarded and to constraints related to Owner operations, and in submitting its bid and executing this Contract has taken into account the need to coordinate its Work with that of other Contractors and/or Owner Operations. It is the express obligation and duty of Contractor under Contract to coordinate its Work with work of others.

B. Owner will endeavor to advise Contractor of known other work at or near site, including Owner Operations.

C. If portion of Contractor’s Work requires work of other contractor, public agency, utility or Owner to be complete and operational before Contractor can begin Work, Contractor shall have no more than 48 hours from time when such work was made available to Contractor to inspect and notify Owner’s Representative of any discrepancies, or defects or failures to perform or complete said other work that might preclude or hinder proper execution of Contractor’s Work.

Failure to inspect and report such defects shall constitute acceptance of work by others as fit and proper for reception of Contractor’s Work, with exception of latent defects in work by others. Delays by Contractor in inspecting and/or reporting defects in such work that results in delays to Contractor’s Work shall be Contractor’s sole responsibility, and Owner will not be liable for resulting delays and/or damages.

D. Contractor shall coordinate with work carried on in construction work site by others or by Owner simultaneously with Work for this Project. Contractor shall include as part of their Bid any costs that might result from coordinating Work for this Project work by others. In no case shall Contractor be entitled to additional compensation from Owner for damages suffered as a result of work executed in Work site by others or by Owner simultaneously with construction Work for this Project. However, if such work results in delay to Contractor‘s Work, Contractor may be entitled to extension of time as specified in the General Conditions.

1.6 Permits
A. Refer to Section 00 89 01 for permit requirements.

1.7 Coordination with Owner
A. Notify Owner at least 72 hours before start of construction.

B. Submit written details and reasons for proposed deviations from Contract Documents. Do not deviate from Contract Documents until written authorization is received.

C. If Contractor fails to comply with a request of Owner, or is unable to comply with a request, and it is necessary for Owner's forces to do Work that is Contractor's responsibility, Owner will back-charge and bill Contractor. Each incident requiring work by Owner's forces will be covered by a separate billing.

D. Notify City Public Works Department (PWD) in writing at least 72 hours before shutdown of water, sewer or drainage facilities. Do not assume water or sewer lines can be shut down.

Do not shut down utilities without prior written authorization or presence of PWD Operations Staff.

E. Coordinate draining and filling of sewer lines, and operation of existing valves with City Public Works Department (PWD).

F. Coordinate with City PWD regarding time of day system tie-ins are made.

1.8 Requests for Information (RFI’s)
A. Immediately upon discovery of need for additional information or interpretation of Contract Documents, prepare and submit an RFI in format specified.

1. Owner’s Representative will only respond to RFI’s submitted by Contractor. RFI’s submitted by other entities will be returned with no response.

Project Owner COORDINATION
New River Improvement Project – Calexico 01 10 03 - 3
B. Coordinate and submit RFIs in prompt manner to avoid delays in Contractor's Work or Work of subcontractors.

C. RFI’s shall include detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Engineer of Record

6. Name of Owner’s Representative.

7. RFI number, numbered sequentially.

8. RFI subject.

9. Specification Section number and title and related paragraphs, as appropriate.

10. Drawing number and detail references, as appropriate.

11. Field dimensions and conditions, as appropriate.

12. Contractor's suggested resolution. If Contractor's suggested resolution impacts Contract Time or Contract Sum, Contractor shall state impact in RFI.

13. Contractor's signature.

14. Attachments, including sketches, descriptions, measurements, photos, catalog data, shop drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

D. RFI Forms shall be software-generated forms with content shown above, acceptable to Owner’s Representative.

E. Attachments shall be electronic files in Adobe Acrobat PDF format.

F. Owner’s Representative will review each RFI, determine action required, and respond. Allow 7 working days for Owner’s response for each RFI. RFIs received by Owner’s Representative after 1:00 p.m. will be considered as received the following Working Day.

G. The following Contractor-generated RFIs will be returned without action:

1. Requests for acceptance of submittals.

2. Requests for acceptance of substitutions where no monetary rebate is included.

3. Requests for acceptance of Contractor's means and methods.

4. Requests for coordination information already indicated in Contract Documents.

5. Requests for adjustments in Contract Time or Contract Sum.

6. Requests for interpretation of actions of Owner’s Representative on submittals.

7. Incomplete RFIs or inaccurately prepared RFIs.

H. Owner’s Representative’s action may include request for additional information, in which case Owner’s Representative’s time for response will date from time of receipt of additional information.

I. Owner’s Representative’s action on RFIs that may result in changes to Contract Time or Contract Sum may be eligible for Contractor to submit Change Order requests.

Project Owner COORDINATION
New River Improvement Project – Calexico 01 10 03 - 4
J. If Contractor believes RFI response warrants change in Contract Time or Contract Sum, notify Owner’s Representative in writing within 10 days of receipt of RFI response.

K. Prepare, maintain, and submit tabular log of RFIs organized by RFI number. Submit log weekly. Include:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Owner’s Representative.

4. RFI number including RFIs returned without action or withdrawn.

5. RFI description.

6. Date RFI was submitted.

7. Date Owner’s Representative's response was received.

L. On receipt of Owner’s Representative's action, update RFI log and immediately distribute RFI response to affected parties. Review response and notify Owner’s Representative within 7 days if Contractor disagrees with response.

1.9 Coordination with City of Calexico
A. Contact City of Calexico at the following location 72 hours before start of construction:

CITY OF CALEXICO
608 Heber Avenue
Calexico, California 92231
(760) 768-2110
B. Do not begin Work until Contractor's schedule, traffic control plans, haul routes, and permits have been reviewed and accepted by City.

C. Notify City and County prior to trimming, removing, or relocating existing street trees.

D. Notify City in writing at least 14 calendar days before any proposed shutdown of, startup of, or connection to water, sewer or drainage facilities.

E. Do not assume water or sewer lines can be shut down. Do not shut down utilities without prior written authorization. Do not operate valves without written authorization or direct supervision by applicable utility.

F. Coordinate draining and filling of water lines, and operation of existing valves with Water Utilities Department.

G. Coordinate with City regarding time of day system tie-ins are made.

1.10 Coordination with City or County Traffic Engineer
A. Coordinate with City or County Traffic Engineer as required, to perform Work.

1.11 Coordination with Property Owners
A. Coordinate construction with property owners neighboring project limits.

B. Comply with terms of license permits, service agreements, and other terms of contracts authorizing Contractor access onto private or public property.

C. Notify designated sensitive receptors concerning Project timing and construction schedule.

Post informational signs at Project site at least 72-hours in advance of construction.

Informational signs shall include information regarding project and name and phone number of contact person to call for questions or complaints.

Project Owner COORDINATION
New River Improvement Project – Calexico 01 10 03 - 5

1.12 Coordination with Utilities
A. Obtain service requirements from public utilities for water, sewer, gas, power, telephone, telemetering and other utility requirements. Work needed to connect to public utilities shall comply with utility service requirements. Pay service charges of utilities, including charges for trenching, piping, conduit, cables, boxes, metering, grounding and backfill.

B. Protect existing underground utilities.

C. Determine and notify those agencies requiring advance notification for inspection or other purposes before beginning construction in any jurisdictional area of an agency. Provide at least 14 calendar days advance notice to agencies before beginning construction within their jurisdiction unless specific advance times and requirements are stated in these Contract Documents or in permit conditions.

D. Electrical utility companies may maintain energized aerial electrical power lines in immediate vicinity of Work. Do not consider these lines to be insulated. Construction personnel working near these lines are exposed to extreme hazard from electrical shock. Contractors, their employees, and construction personnel working on this project must be warned of danger and instructed to take adequate protective measures, including maintaining at least 10 feet clearance between lines and construction equipment and personnel. (See OSHA Std. 1926.550(A)15). As additional safety precaution, call electrical utility company to arrange, if possible, to have these lines de-energized or relocated when Work reaches their immediate vicinity. Cost of such temporary arrangements shall be borne by Contractor.

1.13 Coordination with US Customs and Border Protection's Border Patrol, El Centro Sector A. Contractor shall coordinate and comply with any Border Patrol (CBP) security and

1.14 site access requirements, particularly for the area of the Trash Screen and Diversion Structure.

Coordination with Other Contractors
A. When two or more contractors are employed in related or adjacent Work, Contractor shall conduct Work in such manner as to minimize delay or hindrance to other contractors.

B. Contractor shall afford other contractors reasonable opportunity for introduction, staging, and storage of their materials and execution of their work, and shall properly coordinate its work with theirs.

C. Cooperate and communicate with other contractors performing work that may connect, complement, and/or interfere with Contractor’s Work.

D. Make reasonable efforts to resolve disputes or coordination problems with other contractors.

E. Coordinate with other contractors working onsite to avoid impacting their operations, and to ensure facility interfaces are properly joined.

F. Where proper execution of Work is dependent on work by others, inspect and promptly report discrepancies and defects to Owner’s Representative.

G. Owner will not be responsible for damage caused by such delays, but where such delay, in Owner’s Representative’s opinion is of such nature it could not have been prevented by Contractor’s reasonable efforts toward cooperation, Contractor may be entitled to time extension for completion of Work as specified in General Conditions.

H. Nothing in this section shall be construed as relieving Contractor from full responsibility for completing Work in its entirety, for correcting defective Work and materials, for protecting Work from damage, for bearing responsibility for damage, or for completing Project as set forth in Contract Documents. No action undertaken by Owner under this section shall be deemed complete and acceptable, and such action shall not relieve Contractor, sureties, or insurers from the provisions of Contract Documents relating to Contractor’s insurance, indemnity, or guarantees.

Project Owner COORDINATION
New River Improvement Project – Calexico 01 10 03 - 6

1.15 Coordination with Design Engineer
A. Engineering firm responsible for preparation of Plans and Specifications is:

Michael Baker International
9755 Clairemont Mesa Boulevard, Suite 100
San Diego, CA 92124
(858) 614-5000
Contact: Brian Stup, P.E.

1.16 Lines of Communication
A. Lines of communication between Contractor, Owner, and other parties shall be defined at Preconstruction Conference. Contractor shall adhere to direction regarding this matter given to them at that time.

1.17 Schedule, Sequence of Work, and Submittals
A. Coordinate scheduling, submittals, and Work to assure efficient and orderly sequence of installation of interdependent construction elements.

B. Submit Supplementary progress schedules after Work is in progress with each Partial Payment Request and when requested by Owner’s Representative. Do not put schedule changes requiring an increase in Owner's personnel on Project into effect until Owner has made arrangements for additional personnel.

C. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing such equipment into service.

D. Coordinate space requirements and installation of mechanical and electrical Work shown diagrammatically on Plans. Follow routing shown for pipes, ducts, and conduit, as closely as practicable, place runs parallel with line of building and structures. Use spaces efficiently to maximize accessibility for other installations, for maintenance and for repairs.

E. Coordinate completion and cleanup of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner’s partial utilization.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner’s activities.

1.18 Unit Prices
A. Payment for obtaining and complying with permits during construction, including NPDES permits, building permits, encroachment permits, excavation permits, drilling permits, disposal permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes will be included in prices bid for Work for which such costs are appurtenant.

B. Payment for coordinating with agencies, events and persons described will be included in prices bid for Work to which coordination is appurtenant.

PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)

END OF SECTION
Project Owner ALLOWANCES
New River Improvement Project – Calexico 01 21 00 - 1
SECTION 01 21 00

ALLOWANCES
PART 1 - GENERAL

1.1 Work Included
A. Administrative and procedural requirements governing allowances.

B. Certain materials, equipment and fees are specified in Contract Documents by allowances.

Allowances have been established in the following cases:

1. Where Owner has elected to defer selection of precise materials and equipment to later date when additional information is available for evaluation.

2. As a contingency allowance where unknown utilities are encountered, necessitating unexpected Extra Work or where other Extra Work not required by Contract Documents is required by Owner at their discretion.

C. If necessary, additional requirements will be issued by Change Order.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 33 00: Submittal Procedures
C. Section 02 05 00: Basic Civil Engineering Requirements

1.3 References
A. Reference publications below form part of this specification to extent referenced and are referred to within text by basic designation only.

1. SSPWC Standard Specifications for Public Works Construction §3-3 Extra Work

1.4 Allowance for Out-of-Pocket Expenses for Utility Fees and Permits A. Allowances for out-of-pocket expenses paid to utilities for utility fees, or to agencies for permits, where said fees are uncertain at time of bid shall be used to reimburse Contractor for out-of-pocket expenses in question as described in Section 01 22 00.

1.5 Contingency Allowance (Field Orders)
A. Contingency allowance shall be used to cover items of work unanticipated at time of bid and shall be made under Contract provisions for Extra Work.

B. If unknown underground obstructions not shown on Plans are encountered, payment for necessary additional work shall be paid for under this stipulated bid item allowance.

C. Use contingency allowance only as directed by Owner’s Representative for Owner’s purposes, and only following receipt of Change Orders indicating amounts to be charged against allowance.

D. Contractor’s costs of labor, tools, equipment, overhead, profit, and other related costs for products and equipment ordered by Owner under contingency allowance (field orders) are not part of Contract Sum and shall be paid for as Extra Work out of budgeted allowance.

1.6 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Documentation
of Expenses
For utility expense, or permit fee submit copy of cancelled check made out to appropriate utility or permitting authority.

Project Owner ALLOWANCES
New River Improvement Project – Calexico 01 21 00 - 2

SUBMITTAL DESCRIPTION
For contingency allowance, submit documentation of costs as described under Contract provisions for Extra Work.

1.7 Unit Prices
A. Payment for work under allowances shall be as specified in Section 01 22 00.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.1 Preparation
A. Coordinate materials and their installation for each allowance with related materials and installations to ensure each allowance item is completely integrated and interfaced with related Work.

3.2 Contract Closeout
A. At contact closeout, unused allowance amounts remaining shall be credited to Owner by Change Order.

END OF SECTION
Project Owner UNIT PRICES
New River Improvement Project – Calexico 01 22 00 - 1
SECTION 01 22 00

UNIT PRICES
PART 1 - GENERAL

1.1 Description
A. Measurement and payment for Bid Items listed in proposal shall be based upon use of lump sum or unit price method. Extra Work or changes in Work shall be accomplished as provided in Special Provisions.

1.2 Related Work
A. Bid Proposal Form
B. General Conditions
C. Section 01 10 01: Summary of Work and Sequence of Construction D. Section 01 21 00: Allowances
E. Section 01 29 73: Schedule of Values

1.3 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Partial Payment
Requests
Submit monthly typewritten Payment Requests in 8½”x11” paper AIA format accepted by Owner
Final Payment
Request
Submit typewritten Payment Requests in 8½”x11” paper AIA format accepted by Owner

1.4 Payment
A. Payment for Unit Price Items
Payment for unit price Bid Items will be based upon amount shown in bid schedule multiplied by total quantity measurement of item, and shall be full compensation for furnishing supervision, planning, design, design engineering fees, labor, transportation, materials, equipment, tools, and appurtenances required for construction of item complete in place in accordance with Contract Documents.

B. Payment for Lump Sum Items
Payment for lump sum Bid Items will be based upon amount shown in bid schedule and shall be full compensation for furnishing supervision, planning, design, design engineering fees, labor, transportation, materials, equipment, tools and appurtenances required for construction of unit of Work complete in place in accordance with Contract Documents.

C. Work Not Listed in Bid Schedule
Include costs for related Work and appurtenances required and/or implied by Contract Documents or necessary to complete project but not itemized as separate Bid Items in appropriate Bid Items within proposal.

Project Owner UNIT PRICES
New River Improvement Project – Calexico 01 22 00 - 2
PART 2 - MATERIALS

2.1 General (Measurement)
A. Measurement for unit price quantities will be based upon appropriate Bid Item in proposal.

Actual quantity of measurement shall be as constructed by Contractor in place in conformance with Plans and Specifications.

2.2 Linear Measurements
A. Pressure pipe, fencing, curbs, gutters, and other horizontal Work will be measured in horizontal plane along centerline of Work, through tees, bends, fittings, fence gates, driveways, and valves, within limits of Work shown in Contract Documents.

B. Gravity sewers and storm drains laid to slopes of 0.1000 or less will be measured in horizontal plane along centerline of Work between ends as laid. Vertical pipe and pipe laid to on slopes equal to or exceeding 0.1000 will be measured along longitudinal axes between ends as laid.

Linear measurement for gravity sewers and storm drains will not include inside dimensions of manholes or structures.

C. Manholes and vaults will be measured vertically from lowest floor or sump elevation to highest rim elevation.

D. Piling will be measured in vertical plane along centerline of Work

2.3 Area Measurements
A. Measurement for Bid Items involving area units will be based on horizontal-plane or verticalplane surface areas measured in units shown in bid schedule.

B. In event of dispute, areas will be computed based on theoretical areas obtained from digital models, Autocad or Cogo prepared using best field surveys and record drawings available.

C. For convenience, Owner may use “approximate areas” for payment based on one of the following procedures:

1. Planimeter measurements using record drawings.

2. Accepted mathematical formulas for circle or polygon areas.

D. Measurements of paving or flatwork areas will measure area enclosed by exterior perimeter of measured surface. Areas of vaults, pads, manhole covers, valve box covers, drainage features, hatches, pipe penetrations, bollards, and vents will be included within area measured for payment when surrounded by measured surface on 3 or more sides or at least 270° of arc measured from centers of circles.

E. Measurements of wall, floor, and roof areas will measure area enclosed by exterior perimeter of measured surface. Areas of doors, gates, windows, hatches, duct penetrations, pipe penetrations, and vents will be included within area being measured for payment when surrounded by measured surface on 3 or more sides or at least 270° of arc measured from centers of circles.

F. In absence of Owner-prepared survey and digital model, Contractor may, at their expense, retain licensed surveyor to prepare surveys and sealed calculations of theoretical areas obtained from digital models. In such case, Contractor’s surveyor’s computed volumes shall govern over “approximate areas” but shall not supersede similar surveys and digital models prepared at Owner’s expense by licensed surveyor.

2.4 Volume Measurements
A. Measurement for Bid Items involving volume units will be based upon volume measured in units shown in bid schedule.

Project Owner UNIT PRICES
New River Improvement Project – Calexico 01 22 00 - 3
B. In event of dispute, payment volumes will be computed based on theoretical volumes obtained from digital terrain models prepared using best field surveys and record drawings available.

C. For convenience, Owner may use “approximate volumes” for payment based on one of the following procedures:

1. Average end area volumes computed as product of average area of vertical or horizontal sections and intervening horizontal or vertical dimension.

2. Accepted mathematical formulas for cylinder, cone, sphere, polyhedron or prism volumes.

3. Analog volumes based on measured weights of delivered materials divided by densities shown in submittals or, in absence of submittal densities, values commonly accepted.

D. In absence of Owner-prepared survey and digital terrain model, Contractor may, at their expense, retain licensed surveyor to prepare surveys and sealed calculations of theoretical volumes obtained from digital terrain models. In such case, Contractor’s surveyor’s computed volumes shall govern over “approximate volumes” but shall not supersede similar surveys and digital terrain models prepared at Owner’s expense by licensed surveyor.

2.5 Weight Measurements
A. Measurement for Bid Items involving weight units will be based upon weight measured in units shown in bid schedule.

B. Weights for payment will be based on load slips from state-certified scales delivered to Owner’s Representative.

2.6 Contractor-Furnished Surveys
A. No payment will be made to Contractor for Contractor-furnished surveys other than such additional payment Contractor may be entitled to due to corrected payment quantities based on Contractor-furnished surveys.

2.7 Unit Measurements
A. Measurement for Bid Items involving units of item will be based upon quantity of units counted as indicated in Bid Item.

2.8 Lump Sum Measurement
A. Measurement for lump sum Bid Items will be considered as a complete project or portion of project constituting a unit. Items to be included in lump sum Bid Items shall be as specified in proposal Bid Item and/or Standard or Special Provisions and as indicated on accepted Schedule of Values.

2.9 Payment of Lump Sum Items
A. Payment for lump sum bid items will be based upon amount shown in Bid Schedule and shall be full compensation for furnishing supervision, planning, design, design engineering fees, labor and services, operations, transportation, materials, equipment, tools, supplies, incidentals and appurtenances required for construction of the unit of Work complete in place in accordance with the Contract Documents, including costs of permits and cost of compliance with regulations of public agencies having jurisdiction.

B. Payment will be based on the accepted schedule of values.

1. Base partial pay requests on work performed during pay period using Schedule of Values and presented in tabular format showing:
a. Bid Item No.
b. Work Item Description
c. Original Contract
Project Owner UNIT PRICES
New River Improvement Project – Calexico 01 22 00 - 4
1) Quantity
2) Unit
3) Unit Price
4) Value
d. Total Previous Billing
1) Quantity
2) Value
e. Current Billing
1) Quantity
2) Value
f. Total Billed to Date
1) Quantity
2) Value
g. % Complete
C. Where work is performed as single unit or lump sum task substitute “Lump Sum” for quantity and unit price in pay request form.

D. Unit and lump sum prices paid shall be full compensation for items of Work and appurtenant Work, including materials, labor, equipment, tools, and incidentals.

E. No payment will be made for materials wasted or disposed of in manner not called for under Contract. This includes rejected material not unloaded from vehicles, material rejected after placement, and material placed outside Work limits shown. No compensation will be allowed for disposing of rejected or excess material.

F. Whenever Work is performed by Owner at Contractor's request, cost thereof will be charged against Contractor, and may be deducted from amounts due or becoming due from Owner.

G. If immediate action is required to prevent injury, death, or property damage, and precautions which are Contractor's responsibility have not been taken and are not reasonably expected to be taken, Owner may, after reasonable attempt to notify Contractor, cause such precautions to be taken and will backcharge cost thereof against Contractor, or may deduct such cost from amounts due or becoming due from Owner. Owner action or inaction under such circumstances shall not be construed as relieving Contractor or their Surety from liability.

H. Payment shall not relieve Contractor from their obligations under Contract, nor shall such payment be construed as acceptance of Work. Payment shall not be construed as transfer of ownership of equipment or material to Owner. Responsibility of ownership shall remain with Contractor who shall be obligated to store fully or partially completed Work for which payment has been made, or replace materials or equipment required to be provided under Contract which may be damaged, lost, stolen or degraded prior to acceptance of Work.

I. Guarantee periods shall not be affected by payment.

J. If, within time fixed by law, a properly executed notice to stop payment is filed with Owner, due to Contractor's failure to pay for labor or materials used in Work, money due for such labor or materials will be withheld from payment to Contractor in accordance with applicable laws.

K. Partial payments made after Contract completion date will reflect amounts withheld for Liquidated Damages. Such partial payments made to Contractor, or their Sureties, will not constitute waiver of Owner's Liquidated Damages.

L. Partial payments may be made for materials and equipment delivered to jobsite or Owner’s yard or warehouse, inventoried upon delivery, suitably and safely stored within a secure Project Owner UNIT PRICES
New River Improvement Project – Calexico 01 22 00 - 5
storage area at Work site. Store materials and equipment as necessary to protect from theft, vandalism, exposure to weather, and damage. Requests for payment of materials and equipment delivered to jobsite or Owner’s yard or warehouse shall be accompanied by copies of invoices, bills of lading, delivery receipts, or other suitable documentation showing proof of delivery and cost. If requested by Owner's Representative, provide additional data as may be reasonably required to support submitted Invoice.

M. Unless Owner has agreed in writing to partial payment for material and equipment, Contractor shall pay storage, financing, and other costs associated with ordering, receiving, and storing materials and equipment until materials and equipment can be incorporated into Work.

N. If Work on Saturdays, Sundays, legal holidays, or outside of specified work hours is requested by Contractor and approved by Owner’s Representative, Contractor shall pay to Owner additional costs borne by Owner beyond those costs typically required for Work within Owneraccepted work schedule. Such costs may include, but not be limited to overtime and additional inspection costs. Exceptions to this requirement include special work schedules described in Contract Documents at time of bidding, negotiated change orders, work schedules required by permits or regulatory agencies, and schedule changes for Owner’s convenience.

2.10 Payment for Unit Price Items
A. Payment for unit price bid items will be based upon amounts shown in bid schedule multiplied by total installed quantity measurement of item and shall be full compensation for supervision, planning, design, design engineering fees, labor and services, operations, transportation, materials, equipment, tools, supplies, incidentals and appurtenances required for construction of the item complete in place in accordance with the Plans and Specifications, including costs of permits and cost of compliance with the regulations of public agencies having jurisdiction.

2.11 Payment for Installing Pre-Purchased Materials and Equipment A. Owner has selectively pre-purchased specific critical and long lead time items for use on this Project. Payment for installing Owner-furnished materials and equipment will be based upon amounts shown in Bid Schedule and shall be full compensation for supervision, planning, design, design engineering fees, labor and services, operations, transportation, tools, supplies, incidentals and appurtenances required for construction of the unit of Work complete in place in accordance with Contract Documents, including costs of permits and cost of compliance with regulations of public agencies having jurisdiction. Include Contractor’s cost for coordinating delivery, storage, and installation in appropriate bid item or items within Bid Schedule.

2.12 Payment for Pre-Selected Materials and Equipment
A. Owner has selectively pre-negotiated pricing for specific critical and long lead time items preselected for use on this Project. Payment for pre-selected, pre-negotiated materials and equipment include will be made at stipulated allowance price shown in Bid Schedule for said materials and equipment and shall be full compensation for furnishing pre-negotiated equipment to jobsite. Include Contractor’s cost for coordinating procurement, delivery, storage, and installation in appropriate Bid item or items within Bid Schedule.

2.13 Work Not Listed in the Bid Schedule
A. Include costs for related Work and appurtenances required and/or implied by Permits and Contract Documents but not listed as a separate Bid item under appropriate Bid item or items within Bid Schedule.

2.14 Payment for Testing
A. Party responsible for payment for testing is identified in individual sections of Contract Documents under tests required. Where Specifications are silent regarding responsible party paying for tests, costs of first tests will be paid by Owner.

Project Owner UNIT PRICES
New River Improvement Project – Calexico 01 22 00 - 6
B. If testing or inspection indicates failure of material or procedure to meet Contract Document requirements, Owner will back-charge Contractor for retesting and re-inspection costs incurred by testing or inspection agency of Owner’s choice. Such charges will be deducted from progress payments due Contractor.

C. Additional tests and inspections not specified herein but requested by Owner will be paid for by Owner, unless result of such tests and inspections are found to not comply with Contract Documents, in which case Owner will pay costs for initial testing as well as retesting and reinspection and back-charge Contractor for retesting and re-inspection.

D. Costs for additional tests or inspections required because of change in materials being provided or change of source or supply shall be paid by Contractor direct to testing laboratory.

E. Cost of testing which is required solely for convenience of Contractor in his scheduling and performance of Work shall be borne by Contractor.

F. Contractor shall pay costs for correcting deficiencies.

2.15 Changes in Quantities Initiated by Owner
A. Owner may change Contract Documents or character and quantity of Work provided total arithmetic dollar value of all changes, both additive and deductive, does not exceed 25% of Contract Price. Changes in allowance Bid items with stipulated prices will not be considered to contribute toward this total.

B. Should it become necessary to exceed this limitation, change shall be documented by written Supplemental Agreement between Contractor and Owner unless both parties agree to proceed under Change Order.

C. Changes ordered in Work items which do not substantially change character of Work from that shown in Contract Documents, will be accompanied by proportional adjustment in payment to reflect quantity changes using unit prices bid, provided Bid quantity does not change by more than 25%.

D. Where Bid quantities under any Bid item are limited to 2 or 3 integral units (eg. 2 valves) the 25% figure above shall be revised upward (to 50% or 34% respectively) to permit addition or deletion one integral unit without changing Bid price.

E. Payment for quantities in excess of 125% of quantities (or appropriate percentage for 2- or 3- unit Bid items) will be made at mutually agreed rate lower than Bid amount since Contractor’s fixed costs shall be deemed to have been recovered through payment for Bid quantity at Contract unit price.

F. Payment for quantities less than 75% (or appropriate percentage for 2- or 3-unit Bid items) will only be adjusted by mutual agreement if Contractor requests so in writing. In no case will payment be less than Contractor is entitled to under original Bid prices nor more than payment due for 75% (or appropriate percentage for 2- or 3-unit Bid items) of Bid quantity at Contract Unit Price.

G. If mutual agreement cannot be reached, Owner may direct Contractor to proceed on basis of Extra Work as covered in General Provisions.

H. Should a Bid item be eliminated in its entirety, payment will be made to Contractor for actual out-of-pocket costs incurred in connection with eliminated item prior to written notification from Owner of deletion of Bid item. Where applicable, Contractor will also be reimbursed for outof-pocket shipping costs and Manufacturer’s restocking fees.

I. If materials have been ordered prior to date of written notification of deletion of Bid item and order cannot be cancelled, Contractor will be paid for actual cost of ordered item and ordered material shall become Owner’s property.

Project Owner
New River Improvement Project - Calexico

UNIT PRICES
01 22 00 - 7
J. In no case shall expenses such as bonding costs expressly covered under other Bid items be double-charged to Owner.

2.16 Increases in Payment due to Extra Excavation for Earthwork A. Engineer's opinion of probable earthwork quantities is provided below TRASH SCREEN AND DIVERSION STRUCTURE (DIVISION 31)
312300 – Trenching, Backfilling and Compaction
1 3/4" rock (from local Calexico
source)
873 CY
2 Crushed and Broken Rock 582 CY
3 Mirafi 140N or equivalent (Incl
Labor)
2 Roll
4 Imported Fill 3,178 CY
312300 – Earthwork/Stockpile
1 Excavation 5,257 CY
2 Stockpile 5,257 CY
BYPASS ENCASEMENT PIPE (DIVISION 02)
02315 – Trenching, Backfilling and Compaction
1 3/4" rock (from local Calexico
source)
14,500 CY
2 Mirafi 140N or equivalent 385 EA
3 Labor and Equipment
(dig/lay/backfill)
185 EA
02300 – Earthwork/stockpile (trench export)
1 Earthwork/stockpile (trench
export)
29,000 CY
2 Earthwork (2:1 slope at west) 37,125 CY
3 Earthwork (diversion/access
road)
6,000 CY
4 Embankment fill (3 months) 1 EA
5 Earthwork (key at 2:1 slope at
west)
1 EA
6 Earthwork (recompact/clear at
pads)
56,000 CY
PUMP-BACK SYSTEM (DIVISION 02)
02315 – Trenching, Backfilling and Compaction
1 24" PVC Effluent Diversion Pipe 174 CY
2 24" PVC Overflow Bypass Pipe 40 CY
3 18" PVC Storm Drain Pipe 84 CY
4 16" DIP Force Main Pipe 3,850 CY
5 Building, wet well, and slab base
prep
400 CY
Project Owner
New River Improvement Project - Calexico

UNIT PRICES
01 22 00 - 8
B. Earthwork amounts shown herein do not include clearing and grubbing, and utility trench and vault excavation and backfill.

C. Contract change orders and additional payment will be permitted on lump sum Bid amount for earthwork, including soil and/or rock excavation and native, imported, or select fill, only where Contractor demonstrates to Owner's satisfaction quantities shown as "Basis of Payment" have been exceeded, exclusive of clearing and grubbing and trench and vault excavation and backfill.

D. Submit claims for compensation for additional earthwork beyond that stated in Contract Documents to Owner's Representative for review and consideration. Submittals shall include topographic survey information and calculations signed and sealed by California-licensed Land Surveyor or Civil Engineer. Load slips will not be accepted as evidence of imported fill unless they bear initials of Owner's Representative certifying imported fill was delivered and placed on same day specifically at project site.

E. Notify Owner's representative in writing at such time as quantities reach 80% of quantities shown as "Basis of Payment." Failure to provide written notice within 5 days of such time shall result in denial of subsequent claims for additional compensation. 2.17 Reduction in Payment for Deficient Concrete Work A. Payment for concrete failing to meet compressive strength requirements specified, but accepted at Owner's discretion, shall be reduced as follows. B. If additional test cylinders are available, Contractor may furnish cylinders to Owner up to 42 days after placement to allow concrete to obtain additional strength which will be credited as 28-day compressive strength for payment purposes. C. Owner may at their sole discretion accept other standard test methods proposed by Contractor to verify concrete strength. D. If tests verify compressive strength exceeds specified 28-day compressive strength after 42 days, no penalty will be deducted. E. If compressive strength equals or exceeds 95% of specified strength but is less than 100% of specified strength, $10 per cubic yard of concrete will be deducted. F. If compressive strength equals or exceeds 85% of specified strength, but is less than 95% of specified strength, $15 per cubic yard of concrete will be deducted. G. If compressive strength is below 85% of specified strength, Contractor shall remove concrete and replace at no expense to Owner. PART 3 - EXECUTION

3.1 Scope
A. This section defines Bid Items listed in Bid schedule and describes measurement and payment provisions for each item.

3.2 Schedule of Completed Values
A. Schedule of Completed Values used for invoicing shall be based on tabular listing of Work items from accepted Schedule of Values based on bid items below. B. Schedule of Completed Values shall show for each Work item the Bid item number, description, item value, percent, and value complete for previous invoicing period, percent and value complete for current period, value of stored materials (if any) and total billing value. C. List each issued Field Order or Change Order on Schedule of Completed Values as separate item. D. Attach Schedule of Completed Values to each Invoice presented for payment.

Project Owner
New River Improvement Project - Calexico

UNIT PRICES
01 22 00 - 9

3.3 Bid Item 1.a - Mobilization/Demobilization
Amount bid for Mobilization/Demobilization shall not exceed 2.0% of Contractor's Bid total for either schedule. Amounts bid in excess of stipulated 2.0% cap will not be paid until project completion. Payment for this item will be made at lump sum price named in Bid Schedule under Bid Item a, which price shall constitute full compensation for Work and expenditures required to mobilize, provide bonds and insurance, obtain required permits, take preconstruction photos and videos, prepare project schedule, provide project signage, construct temporary bypass facilities, construct temporary traffic control facilities, construct temporary fencing and security, construct temporary noise attenuation facilities, locate existing utilities, verify field conditions and electrical requirements, perform required surveys, testing, site maintenance and cleanup, remove and reinstall existing site facilities as required, and comply with General and Supplementary conditions,
Work to be paid for under this item shall also include furnishing, setting up, and removing Contractor's operations at project site including temporary offices, utilities, staging areas, and security. Work shall also include furnishing temporary construction facilities and trailers required by Contract Documents. Work to be paid for under this item shall also include protecting existing survey monuments in place and, if Contractor's operations disturb such monuments, hiring registered land surveyor to reestablish and reset disturbed monuments. Work to be paid for under this item does not include installation, maintenance and removal of necessary BMPs for SWPPP purposes required by Regional Water Quality Control Board, including establishment of erosion control plan and reporting procedures, placement of erosion control measures, monitoring, reporting, payment of fines due to Contractor's negligence and appurtenant Work required by Contract Documents. The are covered under Bid Item 3.a.

Work to be paid for under this item shall include temporary bypass facilities including connections to existing buried or above-ground piping, piping, valves, concrete coring, pumping facilities, electrical Work, fencing, protecting and securing temporary equipment and appurtenant Work to maintain Owner's facilities in operation throughout construction as required by Contract Documents. Work to be paid for under this item shall also include payment for demobilization, removal of temporary facilities, cleanup of construction site, providing record drawings, well completion report, operation and maintenance manuals, and warranties, complete in place as required by Contract Documents. Payment for Bid Item No. 1.a shall be made according to the following schedule upon acceptance from Owner:

Upon completion of mobilization, 50% of amount bid for this item (or 50% of stipulated

5.0% cap, whichever is less, will be made to Contractor with first progress payment.

Once total amount of progress payments earned to date exceeds 50% of original contract amount, payment to 75% of amount bid for this item (or 75% of stipulated 5.0% cap, whichever is less, will be paid to Contractor as part of next monthly partial payment estimate of the total amount earned to date.

Remainder will be paid as part of final contract payment upon project completion. END OF SECTION Project Owner
New River Improvement Project - Calexico

UNIT PRICES
01 22 00 - 10

THIS PAGE INTENTIONALLY BLANK
Project Owner SCHEDULE OF VALUES
New River Improvement Project – Calexico 01 29 73 - 1
SECTION 01 29 73

SCHEDULE OF VALUES
PART 1 - GENERAL

1.1 Work Included
A. This section describes preparation of Schedule of Values providing breakdown of labor, materials, tools, equipment and other costs for measurement and payment purposes. Schedule shall also show division of work between Contractor and each Subcontractor. Schedule of Values shall be broken down according to each Specification Division within each project area or structure on site.

B. Include item in Schedule for County and State taxes. Contractor may also include cost items for bond, insurance, temporary facilities and mobilization. Schedule shall also include items for purchase/delivery costs for each item and material for which Contractor will request payment prior to installation. Each item shall include overhead and profit directly proportional to direct cost of that item over total Contract cost.

C. Assign prices to Bid Items which aggregate Contract Price. Base prices on costs associated with scheduled activities for each Bid Item of Work.

D. Finalized Schedule of Values will not be accepted until Contractor has responded to Owner’s review comments. Provide supporting data, including certified payrolls, as requested by Owner’s Representative for any Schedule item.

E. Prepare Schedule of Materials and Equipment Costs providing information necessary for Owner to document asset valuations for Owner’s Enterprise Asset Management program.

1.2 Related Work
A. Section 01 21 00: Allowances
B. Section 01 22 00: Unit Prices
C. Section 01 32 00: Construction Progress Documentation

1.3 Unit Prices
A. Payment for Work in this Section shall be included as part of lump-sum or unit-price bid amount for which such Work is appurtenant, including Work and materials specified herein and as may be required to complete this portion of Work.

B. Refer to Section 01 22 00 for measurement and payment clauses for schedule of values.

PART 2 - MATERIALS (not used)
PART 3 - EXECUTION

3.1 Submittals
A. Submit Schedule of Values and Schedule of Equipment and Materials Costs deliverables as described herein and in accordance with the following timeline:

DELIVERABLE

PARAGRAPH

REFERENCE SUBMITTAL TIME
Preliminary Schedule of Values 3.2.A Within 10 calendar days from Notice of Award
Preliminary Schedule of Values;
review and resubmittal

3.2.B Within 17 calendar days from Notice of
Award
Project Owner SCHEDULE OF VALUES
New River Improvement Project – Calexico 01 29 73 - 2

DELIVERABLE

PARAGRAPH

REFERENCE SUBMITTAL TIME
Detailed Schedule of Values 3.3.A & 3.3.B Within 21 calendar days from Notice of Award
Detailed Schedule of Values;
review and resubmittal

3.3.C Within 28 calendar days from Notice of
Award
Detailed Schedule of Equipment
and Materials Costs

3.5.A Coincident with first submittal of O&M
manuals / record drawings
B. Upon request, support prices with data which will substantiate their correctness.

3.2 Preliminary Schedule of Values
A. Submit Preliminary Schedule of Values for each Bid Item identified in Bid Schedule for major components of Work. Listing shall include, at a minimum, proposed values for the following major work components associated with Bid Schedule. Include in Schedule of Values:

1. Total value of all piping work.

2. Total value of civil site work.

3. Total value of electrical work.

4. Total value of instrumentation and control work.

5. Total value of coatings systems work.

6. Total value of yard mechanical work inclusive of excavation, pipe installation, testing and backfill of pipe, and incidental work associated with underground pipe installations.

7. Total value for mechanical work shall be broken down into separate values for each new mechanical device or system constructed as part of Work.

8. Total value for structural work shall be broken down into separate values for each new and existing structure constructed or modified as part of Work. Miscellaneous and minor concrete work may be listed as one item.

B. B. Contractor and Owner’s Representative shall meet and jointly review preliminary Schedule of Values and make adjustments in value allocations if, in Owner’s opinion, these are necessary to establish fair and reasonable allocation of values for major Work components. Front end loading will not be permitted. Owner may require reallocation of major Work components from items in above listing if in opinion of Owner’s Representative such reallocation is necessary.

3.3 Detailed Schedule of Values
A. Prepare and submit detailed Schedule of Values for Bid Schedule to Owner. Base detailed Schedule of Values on accepted preliminary Schedule of Values for major work components.

B. Owner shall be sole judge of acceptable numbers, details and description of values established.

1. If, Owner’s Representative’s opinion, more Schedule of Values items are necessary than proposed by Contractor, add additional items so identified by Owner’s Representative.

C. Minimum detail of breakdown of major work components is indicated below. Provide greater detail as directed by Owner’s Representative.

1. Section 01 32 00, "Construction Progress Documentation," broken down by submittal.

2. Separate civil site work into individual drainage piping, drainage structures, site concrete, paving, excavation cut and fill, soil import or export, removal of existing pipe, clearing and Project Owner SCHEDULE OF VALUES
New River Improvement Project – Calexico 01 29 73 - 3
grubbing and any other items determined to be necessary for establishment of Pay and Schedule Activity items.

3. Separate electrical work by structure and yard facilities. Separate structures, electrical work into conduit and raceway installation, cable and wire installation, and electrical equipment installation, terminations and lighting. Separate yard facilities by duct bank designation and substations.

4. Separate instrumentation and Control work by structure.

5. Separate painting and Coating work by structure and yard area. Where specific coating work at structures or yard areas may be critical to performing Work to meet milestone and Contract dates, such Work shall be included as individual pay and Schedule activity items.

6. Separate yard piping work into individual pipelines running from and to termination points at various structures. Make each pipeline an individual pay item unless otherwise allowed by Owner.

7. Separate mechanical work within each structure to identify individual piping systems, equipment installation by equipment name and number, and equipment testing and checkout.

8. Separate concrete structures, steel, and masonry into excavation, subgrade preparation, and appurtenant pre-foundation work, structural steel, masonry, concrete foundation construction, slabs on grade, walls/columns, suspended slabs, stairs, etc. (sufficient breakdown shall be provided to accommodate necessary Schedule detail), hydrostatic structure testing where required and backfill.

9. Equipment testing and plant startup broken down for completion milestones for each.

10. Other work not specifically included in above items shall be broken down as necessary for establishment of pay and Schedule activity items.

D. Contractor and Owner’s Representative shall meet and jointly review detailed Schedule of Values. Value allocations and extent of detail shall be reviewed to determine any necessary adjustments to values. Make adjustments deemed necessary to value allocation or level of detail and submit revised detailed Schedule of Values to Owner for record.

3.4 Changes to Schedule of Values
A. Changes to CPM Schedule to add activities not included in original schedule, but included in original work (schedule omissions) shall have values assigned as approved by Owner’s Representative. Reduce other activity values to provide equal value adjustment increases for added activities as approved by Owner.

B. If Contractor and Owner agree to adjust original Schedule of Values because of inequities discovered in original accepted detailed Schedule of Values, increases and equal decreases to values for activities may be made.

3.5 Schedule of Materials and Equipment Costs
A. Submit Schedule of Materials and Equipment Costs for all work items with a value greater than $5,000 as described herein and shown in example below to establish baseline value for Owner’s Enterprise Asset Management system.

Project Owner PROJECT MEETINGS
New River Improvement Project – Calexico 01 31 19 - 1
SECTION 01 31 19

PROJECT MEETINGS
PART 1 - GENERAL

1.1 Work Included
A. Requirements for preconstruction meeting, progress meetings, specially-called meetings and post-construction meeting.

B. Owner’s Representative will schedule meetings, prepare agenda, preside at meetings, and, and record and distribute minutes to all parties.

C. Contractor shall provide information requested and be prepared to discuss all items on agenda.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 32 00 Construction Progress Documentation

1.3 Contractor's Responsibilities
A. Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting.

B. For meetings other than those required by Contract Documents or Owner’s Representative, Contractor shall record minutes, including significant proceedings and decisions for each meeting. Reproduce and distribute copies of minutes within 5 days after each meeting.

Provide copies to Owner’s Representative, other participants in meeting, and other parties affected by decisions made at meeting.

1.4 Pre-Construction Meeting
A. After execution of Contract and before issuance of Notice to Proceed, preconstruction meeting will be held at time and location designated by Owner’s Representative.

B. Preconstruction meeting will confirm chain of communication, define administrative processes, and discuss specific construction requirements.

C. Meeting shall be attended by:

1. Owner’s Representative,

2. Owner’s Public Works Department Manager, Project Manager, and Project Biologist

3. Owner’s staff as required,

4. Geotechnical Engineer,

5. Design Engineer of Record,

6. Engineer’s design sub-consultants as required,

7. Contractor and their superintendent,

8. Major subcontractors – representatives present from each party shall be authorized to act on their behalf,

9. Representatives from affected cities, USGSA, Imperial County, IID, and Border Patrol,

10. Other persons designated by Owner.

D. Agenda for preconstruction meeting shall include:

1. Scheduling items
Project Owner PROJECT MEETINGS
New River Improvement Project – Calexico 01 31 19 - 2
a. Distribution and discussion of construction schedule, including critical construction sequencing,
b. Phasing,
c. Critical work sequencing and long-lead items
d. Procedures for schedule revisions
e. Establishment of schedule for progress meetings

2. Designation of key personnel and their duties.
a. Designation of persons authorized to sign documents for Owner and Contractor, with examples of official signature of each.
b. List of names, addresses and telephone numbers of those persons authorized to act for Contractor in emergencies
c. Safety procedures including designation of Contractor’s safety officer.

3. Lines of communications.
a. Procedures and forms for processing field decisions and Change Orders, b. Request for Information (RFI) forms and procedures,
c. Submittal forms, procedures, and review process,
d. Proposal requests,
e. Testing laboratory or agency and testing procedures, f. Payment application and processing procedures,
g. Change Order procedures

4. Distribution of Contract Documents.

5. Use of premises,
a. Parking availability,
b. Field office, work, and storage areas,
c. Equipment deliveries and priorities,
d. Work restrictions,
e. Working hours,
f. Owner's occupancy requirements,
g. Responsibility for temporary facilities and controls including barricades, utilities, sanitary facilities, signs and other facilities required, h. Procedures for moisture and mold control,
i. Procedures for disruptions and shutdowns,
j. Construction waste management and recycling,

6. First aid.

7. Security.

8. Progress cleaning and housekeeping.

9. Construction permit requirements, procedures and posting.

10. Identification of sub-contractor responsibilities,

11. Schedule of Values
Project Owner PROJECT MEETINGS
New River Improvement Project – Calexico 01 31 19 - 3

12. Procedures for maintaining record documents.
a. Title 24 Energy Code,
b. CalGREEN Code,
c. ISI Envision documentation,
d. LEED documentation.

13. Coordination with other contractors and activities.

14. Other project-related and administrative items as appropriate.

1.5 Progress Meetings
A. Progress meetings to review progress, schedule, and administrative processes with Owner and Contractor shall be held weekly, or as designated by Owner, at times scheduled at preconstruction meeting unless changes are agreed upon by all parties, and appropriate notification of such changes has been given.

B. Adjust work schedule to accommodate progress meetings. Progress meetings will be held onsite or at mutually agreed upon location.

C. Meeting shall be attended by:

1. Owner’s Representative and Owner's Project Manager,

2. Owner’s staff as required,

3. Geotechnical Engineer as required,

4. Design Engineer of Record as required,

5. Engineer’s design sub-consultants as required,

6. Contractor and their superintendent,

7. Subcontractors and suppliers – representatives present from each party shall be authorized to act on their behalf,
D. Progress meetings to review shall be held at dates and times scheduled at preconstruction meeting unless changes are agreed to by all parties and appropriate notification of such changes has been given.

E. Agenda for these meetings shall include:

1. Minutes of previous meeting (Owner),

2. Review progress of construction since previous meeting (Contractor),

3. Discuss problems, conflicts, and field observations (Owner / Design Engineer / Geotechnical Engineer / Contractor),

4. Identify problems which impede planned progress, and develop corrective measures to regain projected schedule. Revise construction schedule if necessary (Contractor),

5. Coordinate progress of subcontractors (Contractor),

6. Review changes proposed by Owner for their effect on construction schedule and completion time (Contractor),

7. Schedules, including off-site fabrication and delivery schedules (Contractor),

8. At 3rd progress meeting of each month, review and update CPM schedule, as required by Section 01 32 00. Identify schedule deficiencies and corrective action, if any, and review contract time adjustments for pending change orders,

9. Plan progress during next construction period; 3-week look ahead minimum (Contractor), Project Owner PROJECT MEETINGS
New River Improvement Project – Calexico 01 31 19 - 4

10. Status of change orders (Owner / Engineer / Geotechnical Engineer),

11. Submittal review status (Owner / Engineer),

12. Review of Contractor’s record drawings (Owner / Contractor),

13. Quality standards and control (Owner / Engineer / Geotechnical Engineer),

14. Corrective measures required (Owner / Engineer / Geotechnical Engineer / Contractor),

15. Applications for payment status (Owner),

16. Coordination between all parties (All Parties),

17. Other business (All Parties).

1.6 Instrumentation and Control System Pre-Submittal Conference A. Conference shall be held to review and agree upon procedures Contractor intends use to meet instrumentation and control requirements before instrumentation or control system submittals are prepared.

B. Contractor shall arrange for conference to be held not more than 45 calendar days following receipt of Notice to Proceed. Provide at least 14 calendar days’ notice to Owner. Conference will be held at Owner's field office, or mutually agreed upon location.

C. Meeting shall be attended by:

1. Owner’s Representative,

2. Owner’s control system integrator

3. Contractor,

4. I&C sub-contractor,

5. Electrical sub-contractor

6. Major control system suppliers (i.e. control panel fabricators, equipment suppliers)

7. Design Engineer of Record

8. Engineer’s electrical design sub-consultant
D. Agenda for this meeting shall include:

The agenda for this meeting shall include:

1. Designation of responsible personnel,

2. Contractor shall present list of:
a. Equipment and materials required
b. Manufacturer / model number proposed by Contractor for each item c. Name of company installing each item

3. Contractor shall itemize proposed exceptions or departures from Contract Documents along with brief explanation of each. Acceptance will be subject to formal submittal or RFI.

4. Contractor shall present sample of each type of submittal specified in Contract Documents.

5. Contractor shall present flow chart showing steps to be taken in preparing and coordinating each system.

6. Contractor shall present bar chart (Gantt) CPM schedule for all control system related activities from pre-submittal conference through start-up, testing, and training. Schedule shall indicate dates relative to:

Project Owner PROJECT MEETINGS
New River Improvement Project – Calexico 01 31 19 - 5
a. Submittals
b. Design
c. Fabrication
d. Factory acceptance testing
e. Deliveries
f. Installation
g. Field testing

7. Key milestone dates identified in Contract Documents

8. Contractor shall present method and procedures for meeting coordination requirements of Contract Documents. Contractor shall present method and procedures for system check out, including general outline of factory tests.

9. Contractor shall present method and procedure for commissioning.

10. Contractor shall present proposed wiring numbering system. Wiring numbering system shall include numbering provisions for major systems suppliers so work can be coordinated with I&C Sub-contractor and control system integrator.

1.7 Special Meetings
A. Upon appropriate notice to other parties, special meetings may be called by Owner’s Representative or Contractor, at times agreed to by parties involved.

1.8 Post-Construction Conference
A. Post-construction conference shall be held after system demonstration but before final inspection of Work to discuss and resolve unsettled matters.

B. Prior to post-construction conference, bonds and insurance shall remain in force, and other documents required to be submitted by Contractor will be reviewed and any deficiencies identified.

C. Schedules and procedures for final inspection process and for correction of defects and deficiencies shall be discussed and agreed upon. Contractor shall request conference after final punch-list items are complete. Conference will be held at Owner’s field office, or mutually agreed upon location.

D. Meeting shall be attended by:

1. City’s Representative.

2. City staff, as required.

3. Geotechnical Engineer, as required.

4. City’s control system integrator

5. Design Engineer, as required.

6. Engineer’s design sub-consultants, as required.

7. Contractor’s Project Superintendent.

8. Subcontractors and suppliers, as required.

E. Agenda shall include:

1. Review of documents required to be submitted by Contractor. a. Record Drawings
b. Other record documents
Project Owner PROJECT MEETINGS
New River Improvement Project – Calexico 01 31 19 - 6
c. Detailed Schedule of Equipment and Materials Costs
d. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance
e. Written warranties
f. O&M Manuals
g. Demonstration and training

2. Identification of deficiencies – Punch List

3. Spare parts

4. Review schedule and procedure for final inspection process

5. Confirm schedule for correcting defects and deficiencies

6. Procedures for processing Applications for Payment at Substantial Completion and for Final Payment

7. Coordination with other contractors on site

8. Owner’s partial occupancy requirements

9. Installation of Owner’s furniture, fixtures, and equipment

10. Responsibility for removing temporary facilities and controls

11. Notice of Completion

1.9 Unit Prices
A. Payment for Work required in this section will be included in price bid for items of work for which project meetings are required.

B. Refer to Section 01 22 00 for measurement and payment clauses for project meetings.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION (not used)

END OF SECTION
Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 1
SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

1.1 Work Included
A. Contractor’s scheduling of Work using computerized Critical Path Method (CPM) scheduling to satisfy Contract schedule and project status reporting requirements.

B. Times and durations in schedules prepared by Contractor shall be in calendar days.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 33 00: Submittal Procedures

1.3 Quality Assurance
A. Prior to submittal deadline shown in Paragraph 1.5A below, submit name and qualifications of person responsible for preparing, maintaining, updating and revising schedules. This person shall have authority to act on Contractor’s behalf and have at least 5 years verifiable experience preparing and updating construction schedules for projects of similar type, size, and complexity.

B. Scheduler shall be proficient in use of software used. If Contractor has no employee with required scheduling experience and expertise, as determined by Owner, Contractor shall retain qualified CPM consultant who regularly performs these services and who in Owner’s opinion possesses qualifications required to perform Project CPM scheduling. Owner reserves right to remove scheduler from Project if schedules submitted do not comply with requirements of this section.

C. Qualifications of scheduler shall be verified with references of not less than 3 previous projects of similar type, size, and complexity on which Contractor’s Construction Scheduler has used CPM scheduling using scheduling software. Construction Scheduler shall attend all meetings pertaining to scheduling and progress of Work.

D. Owner’s acceptance of Contractor’s CPM scheduling person is prerequisite to issuance of Notice to Proceed.

1.4 References
A. Reference publications below form part of this specification to extent referenced and are referred to within text by basic designation only.

1. AGC publication “Use of CPM in Construction”

1.5 Submittals
A. Provide one licensed copy of scheduling software used to Owner registered in Owner’s name.

Software copy shall become Owner’s property.

B. Submit 4 copies of each submittal listed below plus electronic copy on compact disk or thumb drive in accordance with deadlines shown.

SUBMITTAL

PARAGRAPH

REFERENCE SUBMITTAL DEADLINE
Name and Qualifications of
Contractor’s Scheduler

1.3A No later than 7 calendar days after
Contract Award
Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 2

SUBMITTAL

PARAGRAPH

REFERENCE SUBMITTAL DEADLINE
Preliminary Progress
Schedule to Include 60-day
Plan of Operation and
Project Overview Bar Chart

3.2 No later than 14 calendar days after
receipt of notice to proceed.

Revised Preliminary
Progress Schedule

3.2 No later than 7 calendar days after
receipt of Owner review comments.

Original Baseline Critical
Path Method (CPM)
Schedule

3.4A No later than 14 calendar days after
submittal of Revised Preliminary
Progress Schedule
Original Baseline Critical
Path Method (CPM) Meeting

3.4C No later than 10 calendar days after
submittal of Original Baseline CMP
Schedule
Revised Baseline CPM
Schedule

3.4D No later than 10 calendar days after
Original Baseline CPM Schedule
Meeting
Updates and Periodic CPM
Schedule Submittals

3.4E Monthly
C. In addition to submittals listed above, Owner may require recovery schedule, Time Impact Evaluation, and mitigation plan when appropriate.

D. Procedures for submission, review and acceptance of schedule submittals shall conform to Section 01 33 00 and applicable sections of General Conditions.

1.6 Unit Prices
A. Payment for Work in this section shall be included as part of lump-sum or unit-price bid amount for which such Work is appurtenant.

B. Refer to Section 01 22 00 for measurement and payment clauses for construction progress documentation.

PART 2 - PRODUCTS

2.1 Acceptable Manufacturers
A. Acceptable Manufacturers of scheduling software products include:

ITEM MANUFACTURER MANUFACTURER LOCATION
Scheduling
Software
Microsoft Project Redmond, WA (800) 642-7676
Oracle Primavera 6 Santa Clara, CA (408) 276-8345
Accepted equal
B. Scheduling system shall be capable of handling, processing, printing and plotting data to satisfy requirements of this Section.

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 3
PART 3 - EXECUTION

3.1 Progress of Work
A. Time of beginning, progress rate, and time of completion of Work are of the essence of this Contract. Execute work with such progress as required to prevent any delay to completion of Contract, Contract milestones, and to other contractors working on other contracts at site.

B. By preparing and submitting Construction Schedule, Contractor represents they can and intend to execute contracted Work, including activities of subcontractors, equipment vendors and suppliers, submittals and resubmittals within specified times and constraints and bid covers costs associated with execution of Work in accordance with Construction Schedule.

3.2 Preliminary Progress Schedule Submittal
A. Prior to deadline shown in Part 1, submit 4 hard copies and one electronic copy of cost-loaded Preliminary Progress Schedule package which shall serve as Contractor's Plan of Operation for initial 60 working day period of Contract Time and to identify the manner in which Contractor intends to complete Work within the Contract Time. Submit (1) 60-day Plan of Operation bar chart, and (2) project overview bar chart type plan for work as indicated below.

B. During initial 60 working days of Contract Time, conduct Contract operations in accordance with 60-day bar chart Plan of Operation. Bar chart prepared and submitted shall show dates for accomplishment of Contractor's early activities including:

1. Mobilization

2. Permits

3. Submittals needed for early material and equipment procurement, including specified Owner’s review period

4. Submittals needed for long lead equipment procurement, including specified Owner’s review period

5. CPM submittals

6. Initial site work, and

7. Other submittals and other activities required and planned for execution in first 60 working days.

C. Information shall provide sufficient durations for administration, fabrication, and transportation to produce realistic delivery dates for procurement items.

D. Project Overview Bar Chart shall show major components of project work and sequence relations between major components and subdivisions of major components. Overview bar chart shall show relationships and time frames in which components of Work will be completed and placed into service to meet project milestones. Include sufficient detail for identification of subdivisions of major components into such activities as

1. Excavation

2. Foundation subgrade preparation

3. Foundation concrete

4. Completion of structural concrete

5. Utility work

6. Mechanical work

7. Electrical work

8. Instrumentation and control work

9. Other important work for each major facility within project scope.

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 4
E. Show approximate durations and start dates for each work item subdivision representing Contractor’s best estimate for Work the summary activity represents. Total duration of summary activities shall equal Contract Time. Accurately plot each major component and subdivision component on time scale sheets not to exceed 24” by 36” in size. Use no more than 4 sheets to represent this overview information.

F. Owner will review Preliminary Progress Schedule and provide comments at meeting with Contractor within 10 calendar days after submittal to Owner. Owner's review and comment on schedules will be limited to Contract conformance with sequencing and milestone requirements stated in other sections of Contract Documents.

G. Make corrections to schedules needed to comply with Contract requirements and adjust schedules to incorporate missing information requested by Owner. Revisions needed as result of Owner review and meeting with Contractor shall be resubmitted for review to Owner prior to deadline shown in Part 1.

H. Preliminary Progress Schedule will be used to record and monitor Work progress until Baseline Schedule, specified hereinafter, has been developed and accepted by Owner.

Incorporate recorded data on Preliminary Progress Schedule into Baseline Schedule during first schedule update.

3.3 Schedule Methodology
A. Scheduling method shall present CPM activity and node Precedence Diagram Network (PDN) showing critical path.

B. Submit Work Breakdown Structure to Owner for acceptance. Include:

1. Work Breakdown Structure,

2. Associated alphanumeric coding structure to implement Work Breakdown Structure, and

3. Activity identification system for labeling work activities.

C. Designate code fields as follows:

1. First code field shall designate Bid Item.

2. Second code field shall identify activity as one of the following types:
a. Submittal,
b. Review/Acceptance
c. Procurement/Fabrication,
d. Delivery,
e. Construction/Installation,
f. Start-up, or
g. Change order

3. Third field shall identify applicable Contract Document section under which activity is described.

4. Fourth code field shall identify who is responsible to perform activity (i.e., Contractor, subcontractor(s), supplier, etc.).

5. Fifth code field shall identify area being worked in or facility, if appropriate.

6. Sixth code field shall identify construction phase or project element (if phasing of work or project elements are identified in Contract).

7. Include Change Orders and Notices of Non-Compliance as separate code fields.

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 5

3.4 CPM Schedule Submittals
A. Original Baseline CPM Schedule Submittal: Prior to deadline shown in Part 1, submit hard copy of Original Baseline CPM Network Schedule and Computerized Schedule Report tabulations. Also submit compact disk or thumb drive containing all of schedule submittal information and data. Submit new disk with updated information with each change or submission of CPM schedule.

B. Disk shall contain data compatible with scheduling software to generate network diagrams and schedule reports identical to hard copies submitted. This submittal shall have already been reviewed and accepted by Contractor's Project Manager, Project Superintendent, and Project Estimator prior to submission. CPM Schedule shall be time-scaled network diagram of "I-j" activity-on-arrow or precedence type. Network Diagram shall describe activities to be accomplished and their logical relationships and show Critical Path.

C. Computerized Schedule Report tabulations shall include:

1. Report of activities sorted by Activity Number

2. Report of activities sorted by Early Start date

3. Report of activities sorted by Total Float.

4. Report of activities sorted by Responsibility Code. Responsibility Codes shall be established for Contractor, Owner, subcontractors, suppliers, etc. Identify these codes in Network Diagram.

5. A successor-predecessor report which shall identify successor and predecessor activities for each activity and ties between schedule activities
D. Original Baseline CPM Schedule Review Meeting: Within time stipulated above, meet with Owner to review Original Baseline CPM Schedule submittal. Contractor’s Project Manager, Project Superintendent, and Project Scheduler shall be in attendance. Owner's review will be limited to submittal's conformance to Contract requirements. However, review may also include:

1. Clarifications of design intent, process, and startup requirements.

2. Directions to include activities and information missing from submittal.

3. Requests to Contractor to clarify schedule.

E. Revised Baseline CPM Schedule: Within submittal time shown in Part 1, revise Original Baseline CPM Schedule submittal to address review comments from Original Baseline CPM Schedule Meeting and resubmit network diagrams and reports for Owner's review. Owner, within 14 days from receipt of Revised Baseline CPM Schedule will either (1) accept schedule as submitted, or (2) advise Contractor in writing to review any part or parts of schedule which either do not meet Contract requirements or are unsatisfactory for Owner to monitor project's progress and status or evaluate monthly payment requests by Contractor. Owner may accept schedule with conditions that first monthly CPM schedule update be revised to correct deficiencies identified. When schedule is accepted, it shall be considered as "Original Baseline CPM Construction Schedule" until an updated schedule has been submitted. Owner reserves right to require Contractor to adjust, add to, or clarify any portion of schedule which may later be discovered to be insufficient for monitoring of Work. No additional compensation will be provided for such adjustments, additions or clarifications.

F. Acceptance of Contractor's schedule by Owner will be based solely upon schedule's compliance with Contract requirements. By way of Contractor assigning activity durations and proposing sequence of Work, Contractor agrees to use sufficient and necessary management and other resources to perform work in accordance with schedule. Upon submittal of schedule update, updated schedule shall be considered "current" project schedule.

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 6
G. Submission of Contractor's progress schedule to Owner shall not relieve Contractor of Contractor's total responsibility for scheduling, sequencing, and pursuing Work to comply with requirements of Contract Documents, including adverse effects such as delays resulting from ill-timed work.

H. Monthly Updates and Periodic CPM Schedule Submittals: Following acceptance of Contractor's Original Baseline CPM Schedule, monitor progress of Work and adjust schedule continuously to reflect actual progress and any changes in planned future activities. Submit complete schedule updates in accordance with General Conditions Article 6, including all information requested in original schedule submittal and as specified herein. Each update shall continue to show all work activities including those already completed. These completed activities shall accurately reflect record drawing information by indicating when work was actually started and completed.

I. Neither submission nor updating of Contractor's original schedule submittal nor submission, updating, change or revision of any other report, curve, schedule or narrative submitted to Owner by Contractor under this Contract, nor Owner's review or acceptance of any such report, curve, schedule or narrative shall have effect of amending or modifying, in any way, Contract completion date or milestone dates or of modifying or limiting, in any way, Contractor's obligations under this Contract. Only a signed, fully executed change order can modify these contractual obligations.

J. Monthly schedule update submittal will be reviewed with Contractor during a monthly construction schedule review meeting held on 20th Work Day of each month. The goal of these meetings is to enable Contractor and Owner to initiate appropriate remedial actions to minimize any known or foreseen delay in completion of Work and to determine amount of Work completed since last month's schedule update. Status of Work will be determined by percent complete of each activity shown in Network Diagram. These meetings are considered a critical component of overall monthly schedule update submittal and Contractor shall have appropriate personnel attend. As a minimum, Contractor's Project Manager and General Superintendent shall attend these meetings. Submit within 7 working days after monthly progress meeting revised CPM Network Diagram, the revised CPM computerized tabulations as noted herein, revised successor/predecessor report, Project Status Reports as defined in Paragraph 3.8 and Contractor's Application for Payment. Within 5 working days of receipt of above noted revised submittals, Owner will either accept or reject monthly schedule update submittal. If accepted, percent complete shown in monthly update will be basis for Application for Payment to be submitted by Contractor. If rejected, correct and resubmit update before Application for Payment for update period can be processed.

K. Schedule Revisions: Highlight or otherwise identify all changes to Network Diagram Schedule Logic or activity durations made from previous schedule. Modify any portions of CPM schedule which become infeasible because of activities behind schedule or for any other valid reason.

3.5 Change Orders
A. Upon acceptance of a change order, or upon receipt by Contractor of authorization to proceed with additional work, change shall be reflected in next submittal of CPM schedule by Contractor. Use sub-network in schedule depicting changed work and its effect on other activities. This sub-network shall be tied to main network with appropriate logic, so true analysis of Critical Path can be made.

3.6 CPM Standards
A. CPM, as required by this Section, shall be as outlined in Association of General Contractors (AGC) publication, "" except either "I-j" arrow diagrams or precedence diagramming format may be used. In case of conflicts between Contract Documents and AGC Document, Contract Documents shall govern.

B. Include in construction schedules graphic network diagram and computerized construction schedule reports as described in Paragraph 3.4.

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 7
C. CPM network shall be in form of pure logic diagram or, if directed or accepted by Owner, a time scaled "I-j" activity-on-arrow or precedence type diagram and may be divided into a number of separate sheets with suitable match lines relating interface points among sheets.

Individual sheets shall not exceed 36” by 60” (maximum 2 sheets).

D. Except for a pure logic diagram, show construction activities and procurement activities in time-scaled format. Show calendar time line along entire sheet length. Plot each activity arrow or node to accurately represent beginning and completion dates of each activity along calendar time line. Show activities using symbols clearly distinguishing between critical path activities, non-critical activities and free float for each non-critical activity. Identify activity items by their respective Activity Number, Responsibility Code, Work Duration, and their Dollar Value. Non-critical path activities shall show their total float time in scale form using dotted line or other graphical means.

E. Compute duration estimate for each activity in working days considering scope of activity work and resources planned for activity. Except for certain non-labor activities, such as concrete curing or delivery of materials, activity duration shall not exceed 10 working days nor be less than one working day unless otherwise accepted by Owner.

F. Float time shall be total float defined as the number of working days each non-critical path activity may be delayed before it and its succeeding activities fall on critical path. If a noncritical path activity is delayed beyond its float period, that activity then becomes part of critical path and controls project end date. Thus, delays of non-critical path activities beyond their float times will delay Project completion.

G. Neither Owner nor Contractor owns float time. The Project owns all float time. Liability for delay of Project completion date rests with party causing delay to Project completion date. For example, if Party A uses some, but not all of float time and Party B later uses remainder of float time as well as additional time beyond float time, Party B shall be liable for costs associated with time that represents delay to project's completion date. Party A would not be responsible for any costs since it did not consume all of float time and additional float time remained, therefore, Project's completion date was unaffected.

H. Include 10 lost days on CPM schedule's critical path for inclement weather.

3.7 Schedule Reports (Format)
A. Schedule Reports: Prepare Schedule Reports based on Construction Schedule to include following minimum data for each activity:

1. Activity Numbers and Responsibility Codes

2. Contract Number

3. Estimated Activity Duration

4. Activity Description

5. Activity's Percent Completion

6. Early Start Date (Calendar Dated)

7. Early Finish Date (Calendar Dated)

8. Late Start Date (Calendar Dated)

9. Late Finish Date (Calendar Dated)

10. Status (Whether Critical)

11. Total Float for Each Activity

12. Free Float for Each Activity

13. Cost Value for Each Activity
Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 8
B. Project Information: Preface each Schedule Report with the following summary data:

1. Project Name

2. Contractor.

3. Contract No

4. Type of Tabulation

5. Project Duration

6. Contract Completion Date (revised to reflect time extensions)

7. Commencement Date Stated in Notice to Proceed

8. Data Date and Plot Date of Network Diagram

9. If update, new schedule completion date

3.8 Project Status Reporting
A. In addition to submittal requirements for CPM scheduling, submit monthly project status reports (Overview Bar Chart and written narrative report) in conjunction with revised CPM Schedules as specified in Paragraph 3.6. Status reporting shall be in form specified below.

B. Prepare and submit monthly Overview Bar Chart schedule of major project components.

Overview bar chart schedule shall summarize current CPM schedule (original and as updated and adjusted throughout construction period). It shall contain no more than 2 sheets which shall not exceed 36” by 60”. Represent major project components as time bars subdivided into various types of Work including demolition, excavation and earthwork, yard piping, concrete construction, mechanical, electrical and instrumentation installations. Major components shall include each new structure by area designation, sitework, modifications to existing structures, tie-ins to existing facilities and plant startups.

C. Accurately time scale plot each major component and subdivision consistent with project overview bar chart specified above. It shall represent same status indicated by early start and finish activity information contained in latest update of CPM schedule. In addition, indicate percent completion for each major component and subdivision. Make initial submittal of overview bar chart schedule at time revised Original Baseline CPM Schedule is submitted to Owner within submittal deadline shown in Part 1. Amend overview schedule to include any additional detail required by Owner. Include any additional information requested by Owner at any time during construction of Work.

D. Submit monthly written narrative reports. Written status reports shall include:

1. Status of major project components (Percent Complete, amount of time ahead or behind schedule) and an explanation of how project will be brought back on schedule if delays have occurred.

2. Progress made on critical activities indicated on CPM schedule.

3. Explanations for lack of work on critical path activities planned to be performed during last month

4. Explanations for schedule changes, including changes to logic or to activity durations.

5. List of critical activities scheduled to be performed in next 2-month period.

6. Status of major material and equipment procurement.

7. Value of materials and equipment properly stored at site, but not yet incorporated into Work-in-place.

8. Delays encountered during reporting period.

9. Assessment of inclement weather delays and impacts to progress of Work.

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 9
E. Contractor may include any other information pertinent to status of project. Include additional status information requested by Owner.

3.9 Allowance for Holidays and Inclement Weather in CPM Schedule A. Include at least 10 lost days on CPM schedule's critical path to allow for inclement weather.

B. Include lost days for Owner-observed holidays (listed in General Provisions) in CPM schedule.

END OF SECTION

Project Owner CONSTRUCTION PROGRESS DOCUMENTATION
New River Improvement Project – Calexico 01 32 00 - 10

THIS PAGE INTENTIONALLY BLANK
Project Owner CONSTRUCTION SURVEY STAKING
New River Improvement Project – Calexico 01 32 23 - 1
SECTION 01 32 23

CONSTRUCTION SURVEY STAKING
PART 1 - GENERAL

1.1 Work Included
A. Contractor’s requirements for field-surveying services and Contractor’s daily construction reporting for land survey work.

B. Refer to Caltrans Standard Drawing A74 for requirements for resetting disturbed monuments.

C. Owner will provide Contractor with surveys and survey controls prepared for design.

D. Applicable monuments shall be set and centerline ties submitted to Owner prior to final acceptance of improvements.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 33 00: Submittal Procedures
C. Section 01 40 00: Quality Requirements

1.3 System Description
A. Lines, grades, and measurements for Work, including constructing staking, shall be Contractor’s responsibility.

B. Preserve and/or reset benchmarks and monuments per CalTrans Standard Plan A74.

C. In event of removal or disturbance of benchmarks or monuments by Contractor’s forces, or by reason of Contractor’s negligence, Contractor shall bear cost of their replacement.

D. Develop and complete such additional detailed surveys as are needed for construction.

1.4 Quality Assurance
A. Contractor-provided surveys shall be performed under supervision of California Registered Land Surveyor or California Registered Civil Engineer experienced in and licensed to practice surveying.

B. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section.

C. Owner’s Representative will perform field observation to verify Work is being performed in accordance with Contract Documents. Cooperate with Owner’s Representative and make necessary provisions to facilitate safe observation of Contractor’s Work.

1.5 References
A. Caltrans Standard Drawing A74

1.6 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Certificate Submit certificate signed by licensed surveyor or professional engineer certifying location and elevation of Project
improvements visible on surface, including sidewalks, paving, structures, fences, gates, vaults, and other permanent
improvements.

Project Owner CONSTRUCTION SURVEY STAKING
New River Improvement Project – Calexico 01 32 23 - 2

SUBMITTAL DESCRIPTION
Surveyor’s Notes Submit one set of calculations, cut sheets, and field notes provided by licensed surveyor or professional engineer for constructing Work.

Project Record
Documents
Submit CD or DVD with record of Work performed and record survey data to include electronic copy of current AutoCAD format (.dwg format). Coordinate (ASCIII.txt format) and alignment geometry files (format varies).

1.7 Unit Prices
A. Payment for construction surveying and staking will be included in price bid for items of Work for which alignment or limits must be staked.

B. Refer to Section 01 22 00 for measurement and payment clauses for construction survey staking.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.1 Preparation
A. Verify layout information shown on Plans in relation to property lines and existing benchmarks, before proceeding to lay out Work.

B. Locate and protect benchmarks, monuments, and project control points. Preserve permanent reference points during construction.

C. Do not change or relocate benchmarks, monuments, or project control points without prior written approval.

D. Do not disturb monuments, survey markers, or bench marks without permission from Owner’s Representative.

E. Promptly report lost or destroyed benchmarks, monuments, or project control points or requirements to relocate reference points because of necessary changes in grades or locations.

F. Bear expense of resetting monuments, survey markers, or bench marks disturbed without permission.

G. Where directed by Owner, promptly replace lost or destroyed benchmarks, monuments, and project control points. Base replacements on original survey control points.

H. Submit monument and centerline ties to Owner prior to Final Acceptance.

I. Establish and maintain at least 2 permanent benchmarks on site, referenced to data established by survey control points.

J. Record horizontal and vertical data, and benchmark locations, on Project Record Drawings.

K. File corner record form referencing survey monuments subject to disturbance in Office of County Surveyor prior to start of construction and also prior to completion of construction for replacement of disturbed survey monuments. Such points shall be referenced and replaced with appropriate monumentation by Registered Land Surveyor or Registered Civil Engineer authorized to practice land surveying within State of California.

3.2 General Survey Requirements
A. Work from lines and levels established from survey control shown on Plans, or as provided by Owner’s Representative.

Project Owner CONSTRUCTION SURVEY STAKING
New River Improvement Project – Calexico 01 32 23 - 3
B. Establish benchmarks, monuments, and markers to set lines and levels at each construction segment and elsewhere as needed to locate each Project element.

C. Calculate and measure required dimensions within indicated or recognized tolerances.

D. Do not scale Plans to determine dimensions. Use dimensions provided on Plans to determine locations of improvements.

E. Advise subcontractors engaged in construction activities of marked lines and elevations provided for their use and their responsibility to protect and preserve these points.

F. As construction proceeds, incorporate horizontal and vertical checks to verify location of key improvements.

G. Maintain surveyor’s log of control and other survey work. Make log available to Owner for reference.

1. Record deviations from design grade, profiles and elevations, and advise Owner’s Representative when deviations exceed industry standards for maintaining design criteria.

2. On Project Record Drawings, record deviations that are accepted and not corrected, and record deviations that are not corrected.

H. Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction.

3.3 Survey Staking for Pump Station
A. On completion of foundation walls, major site improvements, and other work requiring fieldengineering services, prepare certified survey showing dimensions, locations, angles, and elevations of construction and site Work.

B. Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations.

C. Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical and electrical work.

3.4 Survey Staking for Clearing Lands and Rights-of-Way A. Provide field markers along both sides of construction right-of-way (except where a side is contiguous with an improved road, street, or property) at horizontal curve BCs and ECs, at angle points, and at 100’ maximum intervals in horizontal curves and 500’ maximum intervals along horizontal tangent runs.

B. Provide wooden lath markers in open terrain and painted marks on structures and pavements.

3.5 Survey Staking for Pipelines
A. Provide construction stakes and grade sheets for use in constructing pipelines based on Plans.

B. For pipelines not installed in tunnels or casings, set one stake at 50’ intervals, (25’ intervals for gravity sewer or drain lines,) and at angle points and grade breaks.

C. Set one additional reference stake and/or witness lath for each pipeline appurtenance.

D. Set stakes at ground surface or paint markings on paved surface along mutually acceptable offset to pipeline centerline.

E. Offset shall be constant both as to side and distance from centerline for runs exceeding 2,000’ where physically practicable with provided easements.

F. Station, offset, and cut/fill to flow line shall appear on these stakes.

G. Elevation of each point and cut/fill to pipe invert shall be given on grade sheets.

Project Owner CONSTRUCTION SURVEY STAKING
New River Improvement Project – Calexico 01 32 23 - 4
H. Exercise care in selecting offset to be used if sloping trench is anticipated. Contractor’s shall accurately transfer line and grade for facility to trench bottom. Pavement scoring, cutting, and removal shall be accomplished from this same set of construction stakes. No additional stakes shall be set for such purpose.

I. Provide 2 benchmarks and principal control monuments for line and grade for pipe installed inside tunnels or casings. Exact location of these benchmarks and monuments will be dictated by site conditions.

3.6 Survey Staking for Constructing Structures and Appurtenances A. Provide survey staking and reference points.

B. Major structures shall be controlled by 2 perpendicular lines, along 2 faces of structure, ends of each line shall extend beyond limits of Work, and with elevations marked on at least 2 of these control points.

C. At minor structures, manways, and appurtenances set stake along pipeline construction offset, with respective pipeline station for its centerline shown.

3.7 Final Property Survey
A. Prepare final property survey showing significant features (real property) for Project. Include on survey certification, signed by surveyor of record, that principal metes, bounds, lines, and levels of Project are accurately positioned as shown on survey.

END OF SECTION
Project Owner CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION New River Improvement Project – Calexico 01 32 33 - 1
SECTION 01 32 33

CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION
PART 1 - GENERAL

1.1 Work Included
A. Administrative and procedural requirements for:

1. Preconstruction photographs.

2. Periodic construction photographs.

3. Final completion construction photographs.

4. Preconstruction video recordings.

5. Periodic construction video recordings.

6. Web-based construction photographic documentation.

B. Submit preconstruction photographs or videos to Owner’s Representative before Work is performed which has potential to disturb or modify public or private property not owned by Owner.

C. Failure by Contractor to submit preconstruction photographs or videos may be taken by Owner as evidence subsequent claims by property owners for damage to their property can be rightfully attributed to Contractor's actions.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 33 00: Submittal Procedures
C. Section 01 40 00: Quality Requirements
D. Section 01 77 00: Closeout Procedures
E. Section 02 05 00: Basic Civil Engineering Requirements

1.3 Quality Assurance
A. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section.

1.4 Submittals
A. The following minimum photographic or video documentation shall be required.

1. One submittal of preconstruction photographs and videos taken before start of Work.

2. One submittal of periodic construction photographs or videos taken every month Contractor is on site.

3. One submittal of final completion construction photographs or videos.

B. Owner’s Representative may require any one of the following combinations of photographic or video documentation.

1. Key plan plus digital photographs plus construction photographic paper prints.

2. Key plan plus digital photographs plus video recordings and transcripts.

3. Key plan plus construction photographic paper prints plus video recordings and transcripts.

Project Owner CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION New River Improvement Project – Calexico 01 32 33 - 2
C. Prior to commencement of photography or videography, notify Owner in writing of date and time of Work. Owner may provide a designated representative to accompany and oversee coverage of photography or videography.

D. Submit preconstruction photographs to Owner’s Representative before beginning Work which has potential to disturb or modify public or private property not owned by Owner.

E. Submit copies of documentation to Owner’s Representative before beginning any work at project site. Damage not documented as preexisting before start of construction will be attributed to Contractor’s activities in absence of conclusive evidence to contrary.

F. Make available all other photographs for review in settling disputes that may arise.

G. Owner may, at their option, take additional preconstruction photographs that may be used to settle disputes, but will not be required to make these photographs available to Contractor.

H. Submittals shall conform to the following:

SUBMITTAL DESCRIPTION
Key Plan Key plan of Project site with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of construction. Include same information as corresponding photographic documentation.

Submit key plan with each digital or construction photograph submittal.

Digital
Photographs
Submit image files within 3 days of taking photographs.

Use digital camera with minimum sensor resolution of 8 megapixels.

Format: Minimum 3200 by 2400 pixels, in unaltered original files, with same aspect ratio as sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file.

Identification: Provide with each image description in file metadata tag:

Name of Project.

Name and contact information of photographer.

Name of Owner and Owner’s Representative.

Name of Contractor.

Date photograph was taken.

Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

Unique sequential identifier keyed to accompanying key plan.

Project Owner CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION New River Improvement Project – Calexico 01 32 33 - 3

SUBMITTAL DESCRIPTION
PreConstruction
Documentation
and
Construction
Progress
Photograph
Paper Prints
Submit 1 print of each photographic view before beginning Work and with each monthly pay request after Work commences.

Format: 8-by-10-inch smooth-surface matte prints on single-weight, commercial-grade photographic paper; enclosed back to back in clear plastic sleeves punched for standard 3-ring binder.

Identification: On back of each print, provide applied label or rubberstamped impression with:

Name of Project.

Name and contact information of photographer.

Name of City and City’s Representative.

Name of Contractor.

Date photograph was taken if not date stamped by camera.

Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

Unique sequential identifier keyed to accompanying key plan.

Video
Recordings
(required on
projects valued
>$1 million)
Submit video recordings within 7 days of recording.

Submit video recordings in digital video disc format acceptable to Owner’s Representative.

With each submittal, provide:

Project Name.

Name and contact information of photographer.

Name of Owner and Owner’s Representative.

Name of Contractor.

Date video recording was recorded.

Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

Weather conditions at time of recording.

Video
Recording
Transcript
(required on
projects valued
>$1 million)
Prepared on 8½”x11” paper, punched and bound in heavy-duty, 3-ring, vinyl-covered binders. Mark appropriate identification on front and spine of each binder. Include cover sheet with same label information as corresponding video recording. Include name of Project and date of video recording on each page.

I. Submit completed project photographs on CD with final record drawings submittal.

1.5 Unit Prices
A. Payment for Work in this section will be included as part of lump-sum or unit-price bid amount for which such Work is appurtenant.

B. Refer to Section 01 22 00 for measurement and payment clauses for construction photographic and video documentation.

Project Owner CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION New River Improvement Project – Calexico 01 32 33 - 4
C. Submit progress photographs on CD and printed on 8-1/2”x11” white paper with each monthly pay request.

D. Base number of construction photographs on average of 30 photographs per week over duration of Work
A. For projects valued in excess of $1 million, base number of videos on one preconstruction video, one post construction video and one additional video per month over Work duration.

PART 2 - PRODUCTS

2.1 Materials
A. Refer to Section 02 05 00 for basic requirements for products and materials.

B. Digital images shall be in JPG format, produced by digital camera with minimum sensor size of 8 megapixels, and at image resolution of at least 3200 x 2400 pixels.

C. Digital video recordings shall be high-resolution, digital video disc in format acceptable to Owner’s Representative.

PART 3 - EXECUTION

3.1 Preparation
A. Obtain and transfer copyright usage rights from photographer to Owner for unlimited reproduction of photographic documentation.

3.2 Photography
A. Engage qualified photographer to take construction photographs.

B. Take photographs using maximum range of depth of field. Photographs shall be in focus and clearly show Work. Photographs with blurry or out-of-focus areas will not be accepted.

C. Maintain key plan with each set of construction photographs that identifies each photographic location.

D. Submit digital images exactly as originally recorded in digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

1. Include date and time in file name for each image.

2. Maintain one set of images accessible in field office at Project site, available at all times for reference. Identify images in same manner as those submitted to Owner’s Representative.

3.3 Construction Video Recordings
A. Engage qualified videographer to record construction video recordings.

B. Mount camera on tripod before starting recording unless otherwise necessary to show area of construction. Display continuous running time and date. At start of each video recording, record weather conditions from local newspaper or television and actual temperature reading at Project site.

C. Describe scenes on video recording by audio narration by microphone while video recording is in progress. Include description of items being viewed, recent events, and planned activities.

At each change in location, describe vantage point, location, direction (by compass point), and elevation or story of construction.

1. Confirm date and time at beginning and end of recording.

2. Begin each video narration with name of Project, Contractor's name, videographer's name, and Project location.

D. Provide printed transcript of narration. Display images and running time captured from video recording opposite corresponding narration segment.

Project Owner CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION New River Improvement Project – Calexico 01 32 33 - 5

3.4 Preconstruction Photographs
A. Before beginning Work, excavation, or demolition, carefully and thoroughly document with photographs pre-construction condition of site, including existing neighboring improvements outside Owner’s property which may be damaged during construction. Provide dated photographs as necessary to resolve disputes that may arise regarding conditions prior to and subsequent to construction.

B. Take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Owner’s Representative.

C. Document pre-construction condition of entire construction area and adjacent properties in accordance with Section 01 32 33. In addition to pre-construction photographic survey, perform periodic photographic survey of site and adjacent areas (at least twice during construction), and then post-construction.

D. Photographs shall be of sufficient quality and thoroughness to fully document preexisting damage or wear to photographed property for which Contractor or Owner might be asked to compensate property owner were it not for photographic evidence of preexisting damage.

E. Where existing cracks in concrete, masonry or other materials are wider than thickness of a dime, include dime or similar visual standard in photo or video for reference.

F. Flag excavation areas and construction limits before taking construction photographs.

G. Take at least 20 photographs to show existing conditions adjacent to property before starting Work.

H. Take at least 20 photographs of existing buildings either on or adjoining property to accurately record physical conditions at start of construction.

I. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements.

3.5 Preconstruction Videos
A. Before starting excavation and/or demolition, record video recording of Project site and surrounding properties from different vantage points, as directed by Owner’s Representative.

B. Videos shall be of sufficient quality and thoroughness to fully document preexisting damage or wear to video-recorded property for which Contractor or Owner might be asked to compensate property owner were it not for video evidence of preexisting damage. Where existing cracks in concrete, masonry or other materials are wider than thickness of a dime, include dime or similar visual standard in photo or video for reference.

C. Flag excavation areas and construction limits before recording construction video recordings.

D. Show existing conditions adjacent to Project site before starting Work.

E. Show existing buildings either on or adjoining Project site to accurately record physical conditions at start of excavation and/or demolition.

F. Show protection efforts by Contractor.

3.6 Periodic Construction Photographs
A. Periodic Construction Photographs: Take 30 photographs weekly, with timing each month adjusted to coincide with cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken.

B. Take photographs of Work to be covered or buried prior to covering or burying. Photographs shall show:

1. Subgrade,
Project Owner CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION New River Improvement Project – Calexico 01 32 33 - 6

2. Geotextiles,

3. Conduit,

4. Duct banks,

5. Utilities,

6. Steel reinforcement,

7. Concrete footings, retaining walls, and foundations,

8. Fasteners,

9. Embedments

10. Bare concrete surfaces,

11. Decking,

12. Framing,

13. Insulation,

14. Piping,

15. Pipe connections,

16. Valves and fittings,

17. Equipment,

18. Ductwork,

19. Wiring,

20. Other items directed by Owner’s Representative.

C. Provide construction site, electrical, and mechanical progress photographs taken not less than weekly showing progress of the Work.

D. Where structural members are fabricated off site, provide photographic documentation of fabrication in sufficient detail and quantity to show work not visible at time of delivery to jobsite.

E. Where on-site events may result in construction damage or losses, take photographs as needed to document damage or losses.

F. From time to time, Owner’s Representative will instruct photographer about number and frequency of photographs and general directions on vantage points. Select actual vantage points and take photographs to show status of construction and progress since last photographs were taken.

3.7 Periodic Construction Videos
A. Record video recording monthly, coinciding with cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last video recording. Minimum recording time shall be 30 minutes.

3.8 Final Completion Construction Photographs
A. Take at least 100 color digital photographs after date of Substantial Completion for submission as project record documents. Owner’s Representative will inform photographer of desired vantage points.

B. Do not include date stamp on final completion construction photographs.

END OF SECTION
Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 1
SECTION 01 33 00

SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.1 Work Included
A. General procedures and requirements for submittals, initial submittal, submittals required on Owner's request, progress reports, Working Drawings, Shop Drawings, Product Data and samples, notification of affected residences and businesses, and submittal forms.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 32 33: Construction Photographic and Video Documentation C. Section 01 40 00: Quality Requirements
D. Section 01 66 00: Product Storage and Handling Requirements E. Section 01 78 23: Operation and Maintenance Data

1.3 General
A. Submit descriptive information, including Shop Drawings, Product Data, Installation or Application Instructions, Operation and Maintenance Instructions, Certificates of Compliance, Engineering Calculations, Foundry and Test Record Transcripts, and other engineering data covering materials, equipment, and/or methods of work, which will enable Owner’s Representative to advise Owner whether Contractor's proposed materials, equipment, or methods of work are in general conformance with design concept and in compliance with Contract Documents. Submittals shall become permanent part of Work under this contract.

B. Contractor shall be responsible for accuracy and completeness of information in each submittal and shall assure material, equipment, or method of work is as described in submittals. Submittals shall contain required information, including satisfactory identification of items, units, and assemblies in relation to Contract Documents.

C. Submittals shall be made by Contractor, except where Owner and Contractor mutually agree in writing on case-by-case basis for Owner to deal directly with material or equipment supplier.

D. Verify Work described in each submittal conforms to Contract Documents. Contractor shall indicate by signed stamp on submittals they have checked submittals and Work shown conforms to Contract requirements and has been checked for dimensions and relationship with Work of other trades involved.

E. Ensure there is no conflict with other submittals.

F. Notify Owner in each case where Contractor’s submittal may affect Work of another contractor or owner. Ensure coordination of submittals among related crafts and subcontractors.

G. Contractor may authorize material or equipment supplier to deal directly with Owner or Owner’s Representative with regard to submittal on a case-by-case basis with Owner’s consent. Contractor, however, shall be responsible for accuracy and completeness of information contained in submittals.

H. Number submittals using numbering system as directed by Owner’s Representative.

I. Shop Drawing Transmittal Form. Use form included at end of this section unless otherwise directed by Owner. Submit separate form for each submittal and assign a submittal number.

Form shall be first page of each digital submittal. Submittals without completed Contractor's Transmittal Form as first page will be returned without review and stamped "REJECTED/RESUBMIT AS SPECIFIED or REJECTED."
Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 2
J. Stock or standard drawings will not be accepted for review unless full identification and supplementary information is shown thereon in ink or typewritten form.

K. Where submittals contain exceptions and departures from Contract Documents, state on first page of submittal exceptions or departures are being requested.

L. Highlight and annotate exceptions and departures from Contract Documents along with brief justification for each exception or departure.

M. Provide space for reviewer’s review and acceptance stamp.

N. Show US units on submittals. For submittals prepared in foreign countries where Manufacturer’s literature is printed solely in metric units, Contractor may make hand annotations to convert to US units as long as annotations are legible and correct.

O. Submittals not bearing US units will be returned without review.

P. Submittals bearing text in languages other than English will be returned without review.

Q. Materials submittals shall include the following:

1. Brand names and Manufacturers.

2. I.D. Plate – Product No., etc.

3. Specification section and/or plan drawing number.

4. Intended use of product, locations, etc.

R. Use of contract drawing reproductions for Shop Drawings is subject to rejection.

1.4 Electronic (Digital) Submittals
A. Submit digital copy of each submittal using one of following methods chosen by Owner:

1. Email: Send submittal as pdf attachment to Owner and Owner’s Representative.

2. Data tracking System (DTS): Upload digital file to server maintained by Owner’s Representative.

3. CD: Burn a CD containing one or more submittals and furnish copy of CD to Owner and Owner’s Representative.

B. Submittals may be rejected without review if scans or photocopies are of poor quality.

C. Multiple hard copies of submittals will not be accepted in lieu of digital submittal unless otherwise authorized or directed by Owner’s Representative.

D. One digital copy of stamped submittal with cover letter will be returned to Contractor by email or DTS as appropriate.

E. Verify emails sent with large attachments have been successfully received by Owner and Owner’s Representative. Do not send files in excess of 5 MB in size as attachments to emails due to size restrictions associated with users’ email systems.

1.5 Paper Submittals
A. Submit paper submittals for:

1. Electrical submittals

2. Reinforcing steel schedules larger than 11”x17” original format

3. Steel pipe lay diagrams larger than 11”x17” original format

4. Original drawings larger than 11”x17” size
B. Submit 6 copies of submittals unless otherwise stated.

C. Fold paper submittals to approximately 9”x12”.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 3
D. Three copies will be returned to Contractor.

1.6 Installation, Application, or Assembly Instructions, and Operation and Maintenance Manual Submittals
A. Installation, Application, or Assembly Instructions: Submit 2 paper copies for review and 4 copies of complete, bound set of assembly and installation manuals for each item of equipment for which manual is required. Submit digital file in pdf format of final submittal.

B. Operation and Maintenance Manuals. Submit 2 copies for review and 4 copies of complete, bound set of operation and maintenance manuals for each item of equipment for which manual is required. Included in binder shall be Shop Drawings and a section for Owner to add 11”x17” copies of record drawings. Submit digital file in pdf format of final submittal.

1.7 Owner’s Review of Submittals
A. Owner’s review or acceptance of submittals shall only constitute acceptance of:

1. Portions of submittal in compliance with Contract Documents.

2. Exceptions or departures expressly noted on Contractor’s submittal as “exceptions” or “departures” and accepted in writing by Owner.

3. Exceptions or departures Owner or their Representative may by chance discover and acknowledge and accept in writing in Owner’s response to said submittal.

B. If any submittal’s exception or departure from Contract Documents is neither noted by Contractor on their submittal nor acknowledged and expressly accepted by Owner, Contract shall remain unchanged. Notwithstanding Owner’s acceptance of submittals containing exceptions or departures not brought to Owner’s attention, Owner’s failure to discover said exceptions and departures in submittals, shall not relieve Contractor of any Contract responsibilities, whether exceptions or departures were intentional or unintentional on Contractor’s part,
C. Resubmittal review will focus on items expressly noted by Owner or their Representative as requiring correction in prior submittals. Cleary identify changes made on resubmittals. If a resubmittal deviates from a prior submittal with respect to items accepted in prior submittal, and Contractor does not note exception or deviation, Contract shall remain unchanged.

Owner’s failure to discover exceptions and departures in resubmittals whether intentional or unintentional on Contractor’s part shall in no way relieve Contractor of any Contract responsibilities.

D. Review of submittals will proceed as follows:

1. Submit specified quantity of complete submittals together with Contractor's submittal forms to Owner’s Representative for review. At Owner’s discretion, Owner may review submittals prior to, parallel with, or after Owner’s Representative has reviewed submittals.

2. Submittals will be stamped "ACCEPTED", "ACCEPTED AS NOTED", "REVISE AS NOTED/RESUBMIT" / "REJECTED/RESUBMIT AS SPECIFIED" / “REJECTED”, “NO ACTION REQUIRED,” or “SUBMITTAL NOT REQUESTED, RETURNED WITHOUT REVIEW.” Three copies with letter of transmittal will be returned to Contractor.

3. If review indicates material, equipment, or Work method is in general conformance with design concept and complies with Contract Documents, submittal copies will be marked "ACCEPTED." In this event, Contractor may begin to implement Work method or incorporate material or equipment covered by submittal.

4. If review indicates minor corrections are required, copies will be marked "ACCEPTED AS NOTED." Contractor may begin implementing Work method or incorporating material and equipment covered by submittal in accordance with noted corrections. Provide corrected copy where submittal information will be incorporated in Operation and Maintenance Data.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 4

5. If review reveals submittal is insufficient or contains incorrect data, copies will be marked "REVISE AS NOTED/RESUBMIT or REVISE CALCULATIONS." Except at their own risk, Contractor shall not undertake work covered by submittal until submittal has been revised, resubmitted, and returned marked either “ACCEPTED" or "ACCEPTED AS NOTED."

6. If review indicates material, equipment, or Work methods do not conform to Contract Documents, copies of submittal will be marked "REJECTED/RESUBMIT AS SPECIFIED or REJECTED." Submittals with exceptions and departures not clearly identified may be rejected. Except at their own risk, Contractor shall not undertake Work covered by submittals until new submittal is made and returned marked either “ACCEPTED" or "ACCEPTED AS NOTED."

7. If drawing or data is returned stamped "ACCEPTED", "ACCEPTED AS NOTED", “NO ACTION REQUIRED,” or “SUBMITTAL NOT REQUESTED, RETURNED WITHOUT REVIEW.” No further resubmittals will be required for that item.

8. If drawing or data is stamped "REVISE AS NOTED/RESUBMIT," or "REJECTED/RESUBMIT AS SPECIFIED or REJECTED," make necessary corrections and resubmit documents as required in Instruction 1. Contractor's submittal form transmitting revised documents shall show that documents comprise a resubmittal.

Revisions and re-submittals shall be numbered as Revision #1, Revision #2, or as appropriate.

9. If changes other than those noted by Owner are made on submittal before resubmittal, note such changes on resubmittal.

10. Revise and resubmit submittals as required, until confirmation of compliance is obtained.

11. Include entire submittal package in resubmittals unless partial resubmittals are accepted in writing by Owner.

E. Costs incurred by Owner for original submittal and first re-submittal will be paid by Owner.

Costs incurred by Owner for 2nd and subsequent re-submittals will be deducted from payment due Contractor.

F. Allow not less than 31 calendar days for review and response to submittals. Review may be delayed if contingent on receipt of other submittals. Upon timely written request by Contractor, Owner’s Representative will make reasonable efforts to shorten review periods which may fall on Contractor's critical path.

G. Contractor shall have no claim for damages or extension of time due to any delay resulting from making required revisions to submittals.

H. Correct and resubmit rejected submittals within 14 calendar days.

I. Wait to correct and resubmit submittals until reviewed submittal has been returned to Contractor. Submittals revised and resubmitted prior to Contractor’s receipt of review comments for submittal will be returned without review to avoid generating confusion that might arise from having multiple versions of submittals in various stages of review generates confusion and will not be allowed.

J. Do not order products or begin work described in required submittals until such submittals have been reviewed and returned by Owner stamped "ACCEPTED" or "ACCEPTED AS NOTED". Contractor’s acceptance of delivery of products prior to receipt of Owner’s Representative's satisfactory return of applicable submittals shall be at Contractor's risk.

K. Review of submittals by Owner’s Representative shall extend solely to general type and layout of Work and shall not be construed as relieving Contractor of full responsibility for adequacy and accuracy of submitted designs and details shown in submittals.

L. Owner’s Representative’s review of submittals shall be limited to review of products to be incorporated in Work and to remain in place upon project completion.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 5

1. Contractor shall have sole responsibility at all times for construction means, methods and jobsite safety.

2. Contractor shall retain services of California-licensed civil, structural or traffic engineer, as appropriate, to design and prepare plans for necessary safety equipment required by OSHA, Cal OSHA and other state and local regulatory authorities during construction, and to prepare summary documents for Contractor’s use for accomplishing said work including, but not limited to sheeting, shoring, trench plating, excavation protection, falsework, formwork, scaffolding, barricading, pedestrian safety and traffic control.

3. Originals of summary documents, signed and sealed by engineer of record who prepared them, shall be submitted solely as proof this requirement has been fulfilled.

4. Since Contractor has sole responsibility for means, methods and jobsite safety, review of said documents will be limited to verifying preparing engineer’s registration is current and that engineer of record has no active complaints filed against them with California Board for Professional Engineers and Land Surveyors.

M. Do not ship items to jobsite until applicable submittals have been accepted by Owner.

1.8 Initial Submittals
A. Submit the following within 72 hours after bid opening.

1. Names and addresses of Manufacturers furnishing products valued greater than either 4 percent of contract value or $40,000, whichever is less. State locations of shops at which manufacture will take place. State whether products are already designed or in production.

Include brief description of products proposed, including sizes and catalog numbers.

2. Letter addressed to Owner’s Representative identifying Contractor's superintendent, safety officer, and traffic control coordinator, including emergency telephone numbers and signature authorization, and listing names, addresses and telephones for subcontractors.

B. Submit the following within 14 days after bid opening.

1. Proposed Construction Schedule.

2. Submittal Log, listing required submittals to be submitted, including required submittals by subcontractors. No extension of contract time will be granted as a result of Contractor’s failure to make timely submittals.

1.9 Submittals on Owner's Request - Supplemental Information A. Submit detailed construction schedule updates with monthly pay requests to describe scheduling of elements of construction requiring Owner's or Contractor's coordination with public, or other private parties or public agencies.

B. Supplemental information will be requested for "accepted equals" and may be requested when there is a question a Manufacturer's product conforms to Contract Documents. Owner reserves right to require submittal of supplemental information as described herein before acceptance of product.

C. Certification of compliance with listed reference standards shall be submitted by Manufacturers on Owner's request. Failure of Owner to request certification of compliance shall not serve as waiver of Contractor's duty to comply with reference standards.

D. Transcripts of results of acceptance tests performed at point of manufacture of products furnished shall be submitted by Manufacturers on Owner's request.

E. Samples shall be submitted on Owner's request.

F. Names and addresses of nearest local service representatives maintaining technical service personnel and complete inventory of spare parts and accessories shall be submitted on Owner's request.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 6
G. List of 3 installations in which products comparable in size, capacity and rating with those required in Contract Documents are now in regular operation shall be submitted on Owner's request. Include listing of size capacity or rating of each installation. Include name and telephone number of at least one reference responsible for operations at each installation whom Owner’s Representative may contact.

1.10 Progress Reports
A. Daily log shall be submitted by Contractor's superintendent on one-page form provided by Owner. These logs shall be detailed with activities that took place during each day. Submit logs daily to Owner’s Representative by end of following workday.

B. Schedule updates shall be submitted with monthly pay requests. If Work falls behind schedule, monthly pay requests shall include revised schedules to demonstrate how Contractor intends to bring work back on schedule.

C. Record Drawings, consisting of one set of full size annotated blue-line plans and other drawings forming a part of contract, showing installed locations of improvements and changes made during construction shall be available to Owner for inspection throughout project.

Record deviations from Contract Documents, including accepted change orders, using additional sketches or ink revisions, immediately after installing each portion of Work. Show locations of underground piping, conduit, sensor lines, valves, capped ends, branch fittings, pull boxes and Work. Keep one current record copy of Contract Documents, Addenda, Supplementary Drawings, Working Drawings, Change Orders and clarifications at site and in good order. Report changes and deviations promptly to Owner’s Representative.

D. Partial payment requests may be withheld if daily logs, schedule updates or record drawings are damaged, lost or not kept current to satisfaction of Owner’s Representative.

1.11 Contractor’s Notice of Pending Delay Claim
A. If a delay claim is foreseen by Contractor, Contractor shall immediately notify Owner in writing.

Following said notice, Contractor shall have no more than 7 calendar days to furnish followup information as required by Owner to allow Owner to act judiciously to minimize losses. As a minimum, said information shall consist of a letter identifying and substantiating cost of expected claim per day of delay accompanied by schedule showing any available float and delay’s impact on overall schedule.

1.12 Working Drawings
A. Working Drawings shall be defined as job-specific drawings showing details of construction not shown on Plans and required to be designed by Contractor.

B. Working Drawings shall be prepared to scale wherever possible and shall include project name on shop drawing.

C. Working Drawings shall include:

SECTION TITLE SUBJECT

PROFESSIONAL

ENGINEER
STAMP
01 57 23 Temporary Stormwater
Pollution Control
Storm Water Pollution
Prevention Plan (SWPPP)

QSD/QSP
Required
01 35 19 Cofferdams Diversion & Construction within
Natural Waterways
Required
03 10 00 Concrete Forming Falsework Required
Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 7

SECTION TITLE SUBJECT

PROFESSIONAL

ENGINEER
STAMP
03 20 00 Concrete Reinforcing Placing Reinforcement Not Required 03 40 00 Concrete Structures Prestressed Concrete
Construction
Required
05 12 00 Structural Steel Framing Structural Steel Falsework Required 13 34 00 Prefabricated Metal
Building
Prefabricated Metal Building Required
31 05 50 Protecting Existing Utilities Pipe and Utilities Supports at Trench Crossings
Not Required
31 23 19 Dewatering Dewatering Plan Not Required
33 01 30 Bypassing Operations Bypass and Pumping Plan for Treated Wastewater Effluent
Not Required
41 24 00 Automatic Trolley-Mounted
Trash Screen Rake
Trolley Mounted Trash Screen
Raking System
Required

1.13 Shop Drawings
A. Shop Drawings shall be defined as job-specific drawings showing details of manufactured or assembled products proposed for incorporation in Work.

B. Shop Drawings shall be prepared to scale wherever possible and shall include project name on shop drawing.

C. Except where preparation of a submittal is contingent upon acceptance of a prior submittal, Contractor shall make every reasonable effort to combine submittals relating to same class or portion of Work into one package, regardless of variety of trades or types of equipment required to construct that portion of Work. e.g. above ground piping, fittings, valves, actuators, pipe stands, couplings, flow meters and appurtenances shall be submitted as one package for review.

1. Packages shall clearly reference specification sections and specified submittal requirements therein, showing where in submitted literature each submittal requirement is satisfied.

2. Packages clearly incomplete will be returned without review.

3. To facilitate acceptance of critical path items or to facilitate Contractor’s communication with multiple suppliers and subcontractors, packages may contain several submittals from several suppliers so long as relevant submittals are contained in package.

4. Where expedited review of one submittal item within package is desired to facilitate critical path items, notify Owner’s Representative in writing to request expedited review of said item. Contractor’s request for expedited review of a portion of a submittal package shall be taken as full acceptance of responsibility by Contractor for any subsequent field modifications or substitutions later necessary to remedy any conflict between expedited submittals and other submittals or to remedy any conflict between expedited submittals and Contract Documents not brought to Owner’s attention at time of submittal.

D. Shop Drawings for piping, casing ductwork, or tubing shall include:

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 8

1. Brand names and Manufacturers.

2. Specification section and/or plan drawing number.

3. Intended use and location of product.

4. Key or index showing locations of spools and fittings.

5. Order of installation. Each spool shall receive a unique mark number. No other spool or fitting, even on separate pipelines or casings included in Contract, shall have same mark number. Sequential order of mark numbers shall correspond to a logical order of installation for each pipeline.

6. Laying lengths, dimensions, clearances and tolerances for spools and fittings.

7. Lengths, dimensions, sizes, screen opening sizes, clearance and tolerances for casing, screen, fittings, and tubing.

8. Couplings and end types of casing, screen, fittings, and tubing.

9. Proposed casing, screen and tubing materials including thicknesses.

10. Clearly legible drawing showing each pipe, duct, or tube fitting and/or spool in plan view and in profile.

11. Station and invert elevation of grade changes and changes in horizontal alignment

12. Slopes of pipe not vertical or horizontal.

13. Horizontal and vertical alignment data for curves, bends, tees and outlets.

14. Couplings and end types of pipe, spools, fittings, outlets and adjacent valves or pipeline equipment.

15. Proposed pipeline linings and coatings including thicknesses.

16. How connections will be made between Work under this contract and existing work or work under other contracts.

17. Pipe, duct and valve support sizes and locations, including anchor bolt sizes and embedments.

18. Relationship of piping and ductwork to other Work.

E. Shop Drawings for valves, pumps or pipeline equipment shall include:

1. Brand names and Manufacturers.

2. I.D. Plate – Product No., etc.

3. Packager, assembler, or supplier.

4. Specification section and/or plan drawing number.

5. Intended use and location of product.

6. Laying lengths and dimensions, clearances, tolerances and end types.

7. Weight and type of valves, pumps or equipment.

8. Valve and pump port sizes and tolerances.

9. Dimensions and orientation of actuators and pilot systems. Locations of actuator stops.

10. Valve stem extensions and supports, stem guides.

11. Sizing calculations and stem support design stamped by California-licensed engineer.

12. Proposed linings and coatings.

13. Performance characteristics.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 9

14. Special features.

15. Parts and materials lists and ratings and details of Work, accessories, auxiliary items, and appurtenances to be furnished, along with references to appropriate ASTM, Federal Specifications and other reference standards and grades.

16. Piping and conduit attachments and sizes.

F. Shop Drawings for concrete forms and falsework shall include:

1. Detailed drawings of falsework proposed to be used to include a. General layout
b. Size of members
c. Anticipated stresses
d. Grade of materials to be used in falsework
e. Means of protecting existing construction which supports false work f. Typical soil conditions

2. Form ties and related accessories, including taper plugs, if taper ties are used.

3. Form gaskets

4. Proposed locations and type of construction joints, including joints shown on the construction drawings and joints required for construction, but not shown on the construction drawings

5. Sequence of forming and concrete placing operations

6. Engineering calculations signed and sealed by a professional Civil or Structural Engineer registered in the State of California for both the falsework and forming systems and the stresses induced on the falsework and form systems.

G. Shop Drawings for structural and architectural items shall include:

1. Brand names and Manufacturers.

2. I.D. Plate – Product No., etc.

3. Specification section and/or plan drawing number.

4. Intended use and location of product.

5. Lengths, widths, thickness, embedment, dimensions and tolerances of structural members or architectural items.

6. Detailing of openings and wall penetrations including doors, windows, hatches, louvers, vents, ducts, pipes and floor, slab, wall and door penetrations.

7. Concrete foundations and bases for machinery and equipment, including joints, joint filler and sealer, and reinforcing.

8. Connection details including applicable sizes, diameters, thickness, spacing, embedment and edge distances of bolts, anchors, rivets, nails, screws, spikes, connection plates, holdowns, joints, sleepers and other fasteners and fastening systems.

9. Welding details using standard ANSI/AWS 2.4 symbols and showing type, electrode, length, spacing and thickness of welds.

10. Materials listing and properties, including types, strengths and finishes of concrete, grout, mortar, masonry, metals, wood, plastics, and other construction materials.

H. Shop Drawings for machinery and equipment shall include:

1. Brand names and Manufacturer.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 10

2. I.D. Plate – Product No., etc.

3. Packager, assembler, or supplier.

4. Specification section and/or plan drawing number.

5. Intended use and location of product.

6. Dimensions, clearances, floor space, and servicing access requirements.

7. Weight and type of equipment.

8. Location where product will be installed.

9. Anchor bolt sizes and embedments.

10. Finishes and coatings.

11. Performance characteristics.

12. Special features.

13. Parts and materials lists and ratings, and details of Work and appurtenances to be furnished, along with references to appropriate ASTM, Federal Specifications, and other reference standards and grades.

14. Gauges, meters, transducers, and other components.

15. Piping and conduit attachments and sizes, duct bank details, spacers, and means of securing conduits in place during concrete placement.

I. Include in Shop Drawings for electrically powered or controlled equipment, and for electrical and instrumentation panels the following in addition to the above requirements for Shop Drawings for machinery and equipment:

1. Plans, elevations, and sections, showing arrangements and positions of panel components, including nameplates.

2. Grounding.

3. Dielectric connections and materials used to isolate dissimilar metals.

4. Electrical diagrams as needed to show wiring circuit schematics, single line diagrams, voltage wire numbers, and identified interlocks and terminals.

5. Logic diagrams for programmable controllers or relays if used.

6. Nameplate data showing nameplate material, height of letters, number of lines, inscriptions and dimensions.

7. Special features.

J. Shop Drawings for replacement items shall include field measurements needed to verify fit in existing spaces.

1.14 Product Data, and Other Submittals
A. Product Data shall be defined as Manufacturer’s pre-printed drawings, catalog data, or catalog cut sheets which need not include project name. However, where multiple products or options are shown in same catalog cut, product, model number, and option being furnished shall be clearly delineated as specified below.

B. Product Data shall clearly indicate applicable items when several products are covered on one page. Using black ink, indicate on submitted Product Data, specification section or plan reference being satisfied.

C. Installation Instructions, Application Instructions, or Assembly Instructions shall be defined as Manufacturer's printed instructions including warranty requirements, clearances required and proper field procedures to deliver, handle, install and prepare product for use. In absence of Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 11
Manufacturer's published literature, ASTM, AWWA or trade standards for installation will usually be accepted. If no instructions are submitted for installing or applying item of Work, Owner reserves right to stop work on subject item at any time, and to retain experts of Owner’s choosing to prepare appropriate instructions to control Contractor’s work. Installation Instructions shall include recommended bolt torques for assembly and installation of bolted items.

D. Operation and Maintenance Instructions shall be defined as Manufacturer's printed instructions for correct operation and maintenance procedures for product, along with data which must accompany manual as directed by current regulations of government agency.

Include operating instructions for each piece of equipment. Describe equipment function, operating characteristics, limiting conditions, operating instructions, startup procedures, normal and emergency conditions, regulation and control, and shutdown. Include preventative maintenance instructions. List warranty requirements. Explain and illustrate preventative maintenance tasks. Include lubrication charts, lists of acceptable lubricants, trouble-shooting instructions, and lists of required maintenance tools and equipment. List recommended spare parts, their costs, and ordering information for one Manufacturer who can supply these parts.

Index instructions for easy reference. Include information for installed equipment only.

E. Manufacturer's Statement of Responsibility shall be copy of form attached, signed by authorized factory representative for Manufacturer whose product is being furnished.

F. Certificates of Compliance shall mean the same thing as “affidavits of compliance” and shall certify materials or procedures have been sampled, tested and found to comply with applicable reference standards. Do not ship items described therein until Certificates of Compliance are accepted by Owner.

G. Certificates of Proper Installation shall be signed by Manufacturer and Contractor, certifying material or equipment specified and installed conforms to or exceeds requirements of Contract Documents and has been inspected by Manufacturer’s factory-authorized field representative.

H. Engineering Calculations shall be clearly legible, shall follow recognized engineering principles and shall be sufficiently detailed to permit ready check of procedures used. Where published tables or charts are included in calculations, clearly show design or load variables used to make selection, highlighting applicable columns or rows in tables and highlighting intersecting variables on chart axes. Engineering calculations shall demonstrate compliance with current state and local codes, applicable standards, and contract requirements.

Calculations shall be sealed by registered engineer licensed in State of California.

Calculations or drawings bearing seals with expired expiration dates will not be accepted.

I. Foundry or Test Record Transcripts shall fully describe required tests in accordance with specified test standards, shall certify that factory quality control, testing and inspection requirements have been successfully completed. Do not ship items described therein until Certificates of Compliance are accepted by Owner.

J. Statements of Qualifications for optional maintenance contracts from Manufacturers or suppliers of products shall fully describe Manufacturer’s qualifications, experience, pricing, and recommended maintenance schedule. Contractor’s submittal of Manufacturer’s qualifications for optional maintenance contracts shall not be construed as placing maintenance service contracts within scope of this contract, except Contractor may be obligated to pay for maintenance contract if:

1. Contract Documents expressly state Contractor shall bear this responsibility and expense under warranty or other express obligations, or

2. Acceptance of a Manufacturer as an accepted equal is predicated in writing on Contractor’s furnishing operation and maintenance services for stipulated period as part of warranty requirement.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 12
K. Furnish the following submittals

SUBMITTAL DESCRIPTION
Preconstruction
Photographs or
Videos
Preconstruction photographs or videos shall be submitted to Owner before Work is performed which has potential to disturb or modify public or private property not owned by Owner.

Photographs shall be of sufficient quality and thoroughness to fully document preexisting damage or wear to photographed property for which Contractor or Owner might be asked to compensate property owner were it not for photographic
evidence of preexisting damage. Where existing cracks in concrete, masonry or other materials are wider than thickness of a dime, include dime or similar visual standard in photo or video for reference.

Failure by Contractor to submit preconstruction photographs or videos, may be taken by owner as evidence that subsequent claims by property owners for damage to their property can be rightfully attributed to Contractor's actions.

Refer to Section 01 32 33.

Schedule for
Lubrication and
Run-in Procedures
Submit 2 weeks before beginning procedures.

Manufacturer’s
Written Acceptance
of Installation
(where
"Manufacturer's
Statement of
Responsibility" is
required)
Written acceptance of installation of products shall be certified and submitted by authorized factory representative. This written acceptance shall state factory authorized representative has inspected installation, alignment, lubrication and operation of furnished equipment and found it to fully comply with specified design and warranty requirements and be ready for safe
operation.

Warranty Unless otherwise stated, furnish warranty for duration as noted from date of final acceptance.

1.15 Material Samples
A. Furnish samples, finished as specified, and as intended to be used on or in Work. Send samples to Owner’s Representative, carriage prepaid.

B. Submit samples at least 21 days before date by which Owner’s acceptance is required. Allow 14 days for review and return of samples.

C. Submit 2 of each sample, except for field samples. Attach completed Contractor's submittal form to sample. List items being transmitted, stating proposed use and location, product, color, trade name, lot, style, and model as appropriate.

D. Resubmit samples until acceptable. One of each sample will be returned to Contractor upon acceptance.

E. Samples of finishes shall be 8" x 10". and shall be of minimum thickness consistent with sample presentation. In lieu thereof, submit actual full-size item.

F. Samples of value may be returned to Contractor for use in Work after review, analysis, comparison, and/or testing as may be required by Owner’s Representative.

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 13
G. Furnish one sample of accepted products, colors, or textures to Owner’s Representative for final record. Show identification previously described including, if finish sample, Manufacturer, mix proportion, name of color, building, Contractor, subcontractor, and surfaces to which applied on back of sample.

H. Furnish samples required for testing. Cost of material samples to be tested shall be paid by Contractor.

1.16 Notification of Affected Residences and Businesses A. Written notification, with Contractor's 24-hour emergency phone number, shall be provided to residences and businesses fronting project on either side of street for work within 500’ of projects on sites outside of right-of-way. Notify these parties 72 hours in advance of construction which will affect these properties. Door-hangers or other means of notification shall be submitted to and accepted in advance by Owner’s Representative.

1.17 Unit Prices
A. Payment for submittals and re-submittals, will be included in price bid for those items of Work for which submittals are required.

B. Refer to Section 01 22 00 for measurement and payment clauses for submittal procedures.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION (not used)

END OF SECTION

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 14

SHOP DRAWING TRANSMITTAL FORM
FROM: DATE:

PROJECT NAME: _____________________________
TO: PROJECT NO.:_____
___ ___
OWNER:

ATTN:

Construction Manager

THIS IS AN ORIGINAL THIS IS A REVISION
SUBMITTAL NO.: SUBMITTAL OF SUBMITTAL NO.:

SUBJECT OF SUBMITTAL:

SPECIFICATION SECTION(S):

PLAN SHEET NUMBER(S):

CONTRACTOR'S CERTIFICATION: Check & Complete either (A) or (B) below:
(A) We have reviewed in detail and certify the material, equipment or construction procedure(s) contained in this submittal meet all requirements specified in or shown on Contract Documents, with no exceptions.
(B) We have reviewed in detail and certify the material, equipment or construction procedure(s) contained in this submittal meet all requirements specified in or shown on Contract Documents, except for the following deviations:

CONTRACTOR'S AUTHORIZED SIGNATURE:

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 15

MANUFACTURER'S STATEMENT OF RESPONSIBILITY
Project Name: _________________________________________________________________ Specification Section Number: ___________
Item: ________________________________________________________________________ Serial Numbers:________________________________________________________________ Owner: _______________________________________________________________________ Contractor: ____________________________________________________________________ Supplier: ______________________________________________________________________

1. We have reviewed applicable sections of the Contract Documents describing requirements for our product, including Sections entitled "Submittal Procedures," "Quality Requirements," "Product Requirements," "Starting and Adjusting," "Closeout Procedures," "Operation and Maintenance Data,” “Demonstration and Training," “Basic Civil Engineering Requirements,” and "Painting and Coating."

2. Before shipping, we promise to review Contractor's submittals from other Manufacturers who will supply products that interface with our product, and may affect our product's performance.

Also, we promise to request and review data concerning quality of water, soils or any other materials which may contact or adversely impact performance of our product.

3. Should we have cause to believe our product is, for any reason, incompatible with an interfacing product or material, we will inform Owner of our concern before shipping our product. In such case, we will not ship our product until our concerns have been satisfactorily resolved.

4. We further understand that Owner reserves right to request a factory-authorized representative's written acceptance of installation, application and/or erection of our product as described in Section of Contract Documents entitled “Starting and Adjusting”, before paying Contractor for our product.
_________________________________
Authorized Factory Representative

Project Owner SUBMITTAL PROCEDURES
New River Improvement Project – Calexico 01 33 00 - 16

THIS PAGE INTENTIONALLY BLANK
Project Owner TEMPORARY STREAM DIVERSION
New River Improvement Project – Calexico 01 35 19 - 1
SECTION 01 35 19

TEMPORARY STREAM DIVERSION
PART 1 - GENERAL

1.1 Scope of Work
A. The work shall consist of the installation of a temporary stream diversion as needed to move stream flow through or around a project area to isolate construction activities from contact with stream flow and prevent impacts on water quality from the construction work, as well as properly treating and discharging sediment-laden water.

B. The scope of work shall include building and maintaining the temporary stream diversion (channel, pipe or bypass pump), flow barriers (dams), and temporary erosion and sediment controls, as well as removing all such temporary works after they have served their purposes and properly stabilizing the area. The scope of work shall also include dewatering activities for the construction area, as needed. The work shall be planned to minimize the length of time the temporary stream diversion will be used.

C. Contractor shall manage and schedule construction operations to occur during dry weather season to limit the potential for wet weather river flows. Furthermore, Contractor shall limit duration of the temporary bypass to the timeframe necessary to:

1. Construct and install temporary cofferdam and sheeting necessary to isolate the work area;

2. Dewater and maintain in dry condition the working area within the temporary cofferdam;

3. Construct the permanent civil and structural trash screen and diversion structure, including the push-up diversion, diversion structure, fixed screens and related appurtenances as shown on the Drawings; and,

4. Complete site work necessary to return the diverted stream flow back to the natural channel and newly constructed channel improvement work.

D. During the performance of the work, Contractor shall be responsible to provide slope stabilization and lining of the temporary stream diversion channel.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 33 00: Submittal Procedures
C. Section 01 40 00: Quality Requirements
D. Section 01 66 00: Product Storage and Handling Requirements E. Section 01 73 33: Mechanical Identification
F. Section 02 41 13: Selective Site Demolition
G. Section 31 23 00: Excavation and Fill
H. Section 31 23 19: Dewatering

1.3 Excavation and Stabilization of the Temporary Stream Diversion Channel A. Contractor shall excavate, stabilize, maintain, and operate the temporary stream diversion channel needed to carry the diverted stream flow. Excavated materials shall be stockpiled in areas as shown on the drawings, outside of the floodplain.

B. Excavation of the diversion channel shall be performed with plugs at both ends of the diversion channel to avoid stream flow from entering the diversion channel prematurely.

The plugs may be constructed of a combination of rip-rap, sandbags, sheet piling, or the existing undisturbed soil. The temporary stream diversion channel shall be properly stabilized.

Project Owner TEMPORARY STREAM DIVERSION
New River Improvement Project – Calexico 01 35 19 - 2
C. The excavation and stabilization of the temporary stream diversion channel shall be a continuous process with the stabilization occurring immediately after the excavation of an area. When fabric is used for or as part of the lining of the temporary stream diversion channel, the fabric shall be wide enough to span from bank to bank so that any seams will be perpendicular to the diversion channel flow. When seams parallel to the flow direction are necessary, they shall be pre-sewn or field sewn following manufacture’s specifications.

Sections of fabric shall be shingled with the upstream sections of fabric overlapping the downstream sections of fabric a minimum of 36 inches. The fabric shall be secured per the manufacturer’s specifications. The fabric shall lay flat on the channel and be in direct contact with the soil without any void spaces. Sharp objects shall be removed to avoid puncturing the fabric. Prior to diverting stream flow, the Contractor shall ensure the fabric is properly secured at the upstream end of the temporary channel, as well as all along the channel.

D. Once the temporary stream diversion channel has been completely excavated and stabilized and ready to receive stream flow, the downstream plug shall be removed first, followed by removal of the upstream plug.

1.4 Diverting Stream Flows
A. The Contractor shall build, maintain and operate all flow barriers (dams), such as cofferdams, and protective works needed to divert stream flows around the construction site and away from the construction work. The temporary stream diversion must discharge into the same natural drainage way. In no instance shall the diverted flow be discharged into a different watershed.

B. The flow barrier shall be made of non-erodible material, able to withstand the anticipated flows, and shall not contribute unnecessary pollution to the stream or surrounding area. The flow barrier may be constructed of a combination of rip-rap, sand bags, concrete barriers, sheet piling, or other appropriate materials.

C. The stream flow shall not be diverted until the temporary stream diversion has been properly stabilized.

D. When a temporary stream diversion channel is used and is ready to accept the stream flow, the flow barriers shall be installed within the stream. The upstream flow barrier shall be installed first followed by the downstream flow barrier. The discharge point at the downstream end of the temporary stream diversion shall be properly stabilized to avoid erosion. Similarly, the location of the upstream diversion shall be properly stabilized.

E. When a pipe is used for the temporary stream diversion, the upstream and downstream diversion points shall be properly stabilized first to avoid erosion. Then the pipe shall be installed, and the flow barriers built, starting with the upstream flow barrier. The pipe shall be located to minimize potential erosion.

F. When a bypass pump diversion is used, the pump shall be placed on firm ground on top of a drip pan or other pollution prevention material to avoid contamination of the soil. The intake and outlet shall be placed in the appropriate location, as shown on the plan. The discharge location shall be properly stabilized prior to diverting any flow. The pump operation shall be monitored and augmented as needed.

G. The Contractor shall furnish, install, operate and maintain all sumps, pumps, casings, wellpoints and other equipment needed to perform the dewatering of the construction site in the diverted stream area as needed for proper execution of the construction work.

H. The Contractor shall furnish to the Owner or Owner’s Designated Representative, in writing, a plan for diverting stream flows and the removal of water from the work area before beginning the construction work for which the temporary stream diversion is required.

Acceptance of this plan will not relieve the Contractor of responsibility for completing the work as specified.

Project Owner TEMPORARY STREAM DIVERSION
New River Improvement Project – Calexico 01 35 19 - 3

1.5 Erosion and Pollution Control
A. The Contractor shall install erosion and sediment control devices, per local and state regulatory requirements, prior to construction of the temporary stream diversion and installation of water diverting measures. The temporary stream diversion shall be installed during dry weather to minimize water quality impacts. Measures shall be taken to divert runoff from entering the temporary diversion channel and the project area. All erosion and sediment control devices shall be properly maintained and repaired or replaced, as necessary.

B. Removal of water from the construction site shall be accomplished in accordance with Regional Water Quality Control Board requirements and in such a manner that erosion and the transmission of sediment and other pollutants are minimized. To avoid contamination and compaction, equipment shall not enter the natural stream bed outside of the designated dewatered work area.

1.6 Removal of Temporary Works
A. Upon the completion of the constructed stream channel improvements, the Contractor shall remove the temporary works, level and grade them to the extent required to present a sightly appearance and to prevent any obstruction of the flow of water or any other interference with the operation of or access to the permanent works.

B. The work site in the natural stream area shall be stabilized prior to the removal of the stream flow barriers. The downstream flow barrier shall be removed first and then the upstream flow barrier. Removal of the flow barriers shall be accomplished during dry weather. Upon removal of flow barriers in the natural permanent stream channel, the temporary channel shall be blocked once the stream flow has been restored to the natural channel, by first plugging the upstream end and then the downstream end. Any standing water remaining in the temporary diversion channel shall be removed from the temporary stream diversion channel in accordance with Regional Water Quality Control Board requirements.

C. The temporary diversion channel shall then be filled and stabilized per the plans and specifications in preparation for the final civil site grading and improvements.

1.7 Measurement and Payment
A. Items of work listed in the bid schedule for temporary stream diversions will be paid for at the contract lump sum price. Such payment will constitute full compensation for furnishing, installing, operating, maintaining and removal of the necessary diversions, channels, drains, sumps, pumps and piping and for all labor, equipment, tools, materials, and all other items necessary and incidental to the completion of the work.

B. Refer to Section 01 22 00 for measurement and payment clauses for temporary stream diversion.

1.8 Quality Assurance
A. Use adequate numbers of skilled workers trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section.

1.9 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Working Drawings Submit Temporary Stream Diversion Plan per Working Drawing requirements detailing temporary diversion of the New River. Plan shall include detailed information on all stream diversion operations indicating all diversion methods and sequence of Work and equipment to be used.

Plan shall be prepared and stamped by Civil Engineer licensed in State of California.

Project Owner TEMPORARY STREAM DIVERSION
New River Improvement Project – Calexico 01 35 19 - 4

SUBMITTAL DESCRIPTION
Address control of water and include sequence of construction, design of temporary structures, conveyance equipment and operating controls.

Address in detail coordination of construction activities with California Border Protection and Owner.

Include written description of methods and procedures to control and temporarily divert the New River around the proposed Work area
Include written description of methods and procedures to control groundwater in the proximity of the diversion
Include site plan (drawn to scale) with diagram showing procedures used to control water upstream of the temporary diversion. Site plan shall show location of equipment to be used.

Include listing of activities to be scheduled for dry season (May 1st-October 30th) to include construction immediately upstream or downstream from Work area.

Include accurate Control of Water Schedule indicating anticipated initiation and completion dates of activities. Promptly notify Owner in writing and resubmit schedule if a change occurs. Include Control of Water Schedule in Baseline Schedule and revise as necessary in Monthly Schedule Updates.

Include description of instrumentation, pumping (if used) and conveyance equipment including Operation and Maintenance procedures. Provide equipment list showing model numbers, capacities, Product Data, and standby equipment.

Include details and calculations for temporary sheeting and/or shoring relied upon to act as temporary stream diversion structure.

Include other information, as requested by Owner, for complete understanding and operation of Temporary Stream Diversion Plan.

Temporary Stream Diversion Plan shall conform to permits and applicable Federal, State and Local laws and regulations. Acceptance by Owner’s Representative shall not relieve Contractor of responsibility for adequacy of diversion, collection and detention systems.

Calculations Submit supporting calculations demonstrating that the Temporary Stream Diversion has adequate capacity to convey the anticipated flows and will not inundate the upstream area nor create any damage.

Emergency
Demobilization
Plan
Submit Emergency Demobilization Plan for emergency flow events exceeding Temporary Stream Diversion capacity.

Health and Safety
Plan
Include project specific Health and Safety Plan addressing work related to constructing the Temporary Stream Diversion.

B. Refer to Section 02 05 00 for definition of requirements for Working Drawings, Product Data, and O&M instructions.

PART 2 - PRODUCTS

2.1 Materials
A. Furnish and maintain materials, tools, equipment, facilities and services as required for providing necessary Temporary Stream Diversion Work.

2.2 Hydrologic Conditions
A. Contractor shall make himself familiar with existing flows and hydrologic conditions within the New River. Existing data is available at the USGS website at:
https://waterdata.usgs.gov/nwis/inventory?agency_code=USGS&site_no=10254970 B. Also available for Contractor’s information is the following report: Basis of Design Report for the New River Improvement Project – 30% Design Submittal Dated August 2, 2018.

Project Owner TEMPORARY STREAM DIVERSION
New River Improvement Project – Calexico 01 35 19 - 5
PART 3 - EXECUTION

3.1 Sequence of Work
A. Sequence of Work presented below describes Work that must precede or follow other types of work necessary to construct Project.

B. Actual sequence of work to be followed during construction will be that described by Contractor-prepared and Owner-accepted baseline schedule amended by monthly schedule updates throughout duration of Contract.

3.2 Cooperation and Collateral Work
A. General requirements are as follows:

1. Portions of Work are located within the New River and are subject to its flows which are currently unregulated. Quantities of flow are dependent on weather and other discharges from the International Boundary.

2. The Work area is in close proximity to the International Boundary and is staffed by California Border Protection. Allow California Border Protection personnel access to Work area at all times.

3. Changes to Work requested by Contractor which in turn require changes to permits, or additional permits, or regulatory approval, will not be granted.

B. Non-storm season Temporary Stream Diversion operations shall proceed as follows:

1. Monitor forecasts with National Weather Service to determine possibility of storms.

2. If storm flow is anticipated to exceed capacity of Contractor’s Temporary Stream Diversion Plan, demobilize from downstream Work area in accordance with submitted and accepted Emergency Demobilization Plan.

3. During storm events, Contractor shall be responsible for maintaining water quality as required by permits by implementation of BMPs.

4. During both dry weather and storm events, Contractor shall be responsible for safety of personnel, equipment, and materials under their jurisdiction.

C. Storm season Temporary Stream Diversion operations shall proceed as follows:

1. Project involves Work within the New River which is subject to flows of high and uncontrolled magnitude.

2. Although such flows would most likely occur during storm season, from October 15th and April 15th, such occurrences can occur at other times.

3. Identify tasks impacted by increased storm water flows and schedule those activities outside storm season.

4. Consult with National Weather Service to determine possibility of storms. Provide for passage of flows through Work sites, maintaining water quality as required by permits by implementation of BMPs, and safety of personnel, equipment, and materials under their jurisdiction.

5. Provide for flow of water, including nuisance water, through Work sites at all times in accordance with permits.

6. Between October 15th through April 15th:
a.Maintain capacity of channel, streambed and reservoir at 100% of design capacity. b.Do not conduct work, store materials/equipment, or operate equipment within the New River.

Project Owner TEMPORARY STREAM DIVERSION
New River Improvement Project – Calexico 01 35 19 - 6
c.Remove temporary control of water equipment, materials, and temporary structures from New River unless fully secured and accepted to remain in place by Owner’s Representative.

3.3 Installation
A. The following installation standards shall be followed:

1. Applicable OSHA and Cal OSHA regulations.

2. Other applicable building, fire, plumbing, mechanical and electrical code requirements

3. Manufacturer’s installation and warranty requirements B. Refer variances between above documents and Contract Documents to Owner’s Representative.

END OF SECTION
Project Owner ENVIRONMENTAL PROCEDURES
New River Improvement Project – Calexico 01 35 43 - 1
SECTION 01 35 43

ENVIRONMENTAL PROCEDURES
PART 1 - GENERAL

1.1 Work Included
A. All work shall be performed in accordance with the approved CEQA document with all mitigation measures implemented as required. This specification is not intended to describe the project specific CEQA requirements. Contractor shall refer to the approved CEQA documents.

B. Special procedures for protection of wildlife, environmental mitigation, and protection of archaeological and historical resources.

C. Refer to Section 01 35 44 for procedures for dealing with hazardous waste.

D. Refer to Section 01 57 23 for temporary storm water pollution control requirements.

E. Refer to Section 01 74 00 for cleaning and waste management requirements, including air pollution control, and containment and disposal of hazardous materials.

F. Refer to Section 31 23 19 for dewatering requirements.

G. Refer to Section 33 01 30 for bypassing requirements.

H. No attempt is made to set out in detail means or methods necessary to satisfy requirements.

Recognition of requirements is made to assist Contractor in identification of necessary costs.

1.2 Related Work
A. Section 01 10 03: Coordination
B. Section 01 22 00: Unit Prices
C. Section 01 33 00: Submittal Procedures
D. Section 01 35 43: Environmental Procedures for Hazardous Waste E. Section 01 57 23: Temporary Storm Water Pollution Control F. Section 01 74 00: Cleaning and Waste Management
G. Section 01 77 00: Closeout Procedures
H. Section 31 23 19: Dewatering
I. Section 33 01 30: Bypassing Operations

1.3 Submittals
A. Furnish the following submittals:

SUBMITTAL DESCRIPTION
Mitigation
Plan
Submit written description of proposed methods to protect endangered species or archeological resources, historical resources, or human remains as described below.

1.4 Protection of Wildlife
A. If Work might disturb wildlife, even in urban areas, hire Biological Monitor to provide assistance in field to assure biological resources are protected and project-specific mitigation measures are implemented. Biological Monitor shall be qualified for tasks to be performed. If endangered or threatened species are present in project area and require removal or Project Owner ENVIRONMENTAL PROCEDURES
New River Improvement Project – Calexico 01 35 43 - 2
relocation, Biological Monitor shall hold appropriate permits and approvals for access and capture or marking of species of concern. Specific activities of Biological Monitor may include:

1. Marking areas to be protected from construction activity.

2. Observing construction activities and their impacts on biota.

3. Capturing and relocating biota as necessary to protect them from construction activities.

B. Prior to removal of healthy trees at worksite, Biological Monitor shall survey trees to ensure no active bird nests are present. If nests of sensitive species are present, tree removal will be scheduled to avoid nesting season.

C. Provide written record of whether tree removal is required, and as needed, hire biologist or provide documentation that nesting birds (listed species of special interest of those as threatened or endangered) are not present in trees to be removed.

1.5 Protection of Historical and Archeological Items
A. Protect items of historical or archaeological interest as follows:

1. Should items having historical or archaeological interest be discovered in course of construction activities, halt work and notify Owner’s Representative immediately.

2. Perform on-site inspection under direction of Owner-retained Archaeologist.

3. Use on-site inspection to make recommendations to Owner and other applicable jurisdictions for determination of mitigation actions to be taken.

4. If cultural resources are encountered during project excavation, avoid altering these materials and their context until qualified archaeologist has evaluated situation.

5. Project personnel shall not collect or retain cultural resources.

6. Prehistoric resources include, but are not limited to, chert or obsidian flakes, projectile points, mortars, and pestles, and dark, friable soil containing shell and bone, dietary debris, heat-affected rock, or human burials.

7. Historic resources include stone or adobe foundations or walls, structures and remains with square nails, and refuse deposits (glass, metal, wood, and ceramics) often found in old wells and privies.

8. Records of site inspections will be maintained in Owner’s administrative records. Following construction, post-construction site inspection will be made to determine degree to which final site modifications have impacted site descriptions and future access.

1.6 Protection of Human Remains
A. Protect human remains as follows:

1. Notify County Coroner immediately and halt construction activities.

2. If remains are found to be Native American, notify Native American Heritage Commission within 24 hours. Follow guidelines of Native American Heritage Commission regarding treatment and disposition of remains.

1.7 Project Specific Environmental Mitigation Measures
A. A Mitigation Monitoring and Reporting Program (MMRP) has been prepared for the project and includes the following responsibilities of Contractor. See attachments with bidding documents.

1.8 Unit Prices
A. Except where environmental procedures shut down Work, Costs of environmental procedures are considered incidental to Work and shall be included in Contractor’s bid proposal.

Project Owner ENVIRONMENTAL PROCEDURES
New River Improvement Project – Calexico 01 35 43 - 3
B. Refer to Section 01 22 00 for measurement and payment clauses for environmental procedures.

C. If environmental procedures require Contractor to stop Work for more than 8 hours, Contractor will be reimbursed under Change Order for standby and remobilization costs.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION (not used)

END OF SECTION
Project Owner ENVIRONMENTAL PROCEDURES
New River Improvement Project – Calexico 01 35 43 - 4

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Project Owner ENVIRONMENTAL PROCEDURES FOR HAZARDOUS MATERIALS New River Improvement Project – Calexico 01 35 44 - 1
SECTION 01 35 44

ENVIRONMENTAL PROCEDURES FOR HAZARDOUS MATERIALS
PART 1 - GENERAL

1.1 Work Included
A. Special procedures for handling hazardous materials.

B. Refer to Section 01 50 00 for requirements for disposal of test water and water from drained pipes.

C. Refer to Section 01 57 23 for temporary storm water pollution control requirements.

D. Refer to Section 01 74 00 for cleaning and waste management requirements, including air pollution control.

E. Refer to Section 02 41 13 for procedures for handling asbestos and other hazardous materials.

F. Refer to Section 31 23 19 for dewatering requirements.

G. Refer to Section 33 01 30 for sewage bypassing requirements.

H. No attempt is made to set out in detail means or methods necessary to satisfy requirements.

Recognition of requirements is made to assist Contractor in identification of necessary costs.

1.2 Related Work
A. Section 01 10 03: Coordination
B. Section 01 22 00: Unit Prices
C. Section 01 33 00: Submittal Procedures
D. Section 01 50 00: Temporary Facilities and Controls
E. Section 01 57 23: Temporary Storm Water Pollution Control F. Section 01 74 00: Cleaning and Waste Management
G. Section 01 77 00: Closeout Procedures
H. Section 02 41 13: Selective Site Demolition
I. Section 02 41 15: Utility Line Removal and Abandonment J. Section 31 23 19: Dewatering
K. Section 33 01 30: Bypassing Operations

1.3 Submittals
A. Furnish the following submittals:

SUBMITTAL DESCRIPTION
Mitigation Plan Submit on Owner’s request written description of proposed methods to handle hazardous materials.

1.4 Unit Prices
A. Refer to Section 01 22 00 for measurement and payment clauses for environmental procedures for hazardous materials.

B. Costs of environmental procedures for hazardous materials are considered incidental to Work and shall be included in Contractor’s bid proposal.

Project Owner ENVIRONMENTAL PROCEDURES FOR HAZARDOUS MATERIALS New River Improvement Project – Calexico 01 35 44 - 2
C. Payment for dust control, including dust palliatives and water supply and application shall be included in price bid for Work items for which dust control during construction is required.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.1 Environmental Contamination
A. Provide adequate protection of site to prevent leaks and spills of fuel, oil, solvents, grease and other chemicals from affecting the ground and pavement. Place plastic sheeting with berms beneath the drill rig, compressor, pump rigs, test engines, welding machines and fuel/oil storage areas. Place absorbent material on the plastic sheeting, remove when saturated, and replace with fresh absorbent material. Closely monitor fueling and equipment servicing to prevent leaks and spills. Store absorbent material for clean-up of spills in dry condition onsite.

3.2 Records of Volatile Organic Compounds
A. Maintain usage records of volatile organic compound (VOC) materials according to local Air Quality Management District requirements and pay annual fees as required. Usage records shall contain the following information:

1. Manufacturer’s Name

2. Product Name/Number

3. Quantity (in gallons)

4. VOC Content (in lb/gal)

3.3 Containment of Hazardous Materials
A. Provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by discharge of noxious substances from construction operations.

B. Provide equipment and personnel required to perform emergency measures required to contain spillages and to remove contaminated soils or liquids.

C. Excavate and dispose of contaminated earth off-site and replace with suitable compacted fill and topsoil.

D. Take special measures to prevent harmful substances from entering public waters. Prevent disposal of wastes, effluents, chemicals, or other such substances near rivers, drainages, or in sanitary or storm sewers.

E. Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into the atmosphere.

F. Contractor's equipment used during construction shall conform to current federal, state and local laws, ordinances, regulations and standards.

G. If paints containing Lead or Chromium are to be physically disturbed or made airborne during progress of Work by activities such as abrasive blasting, welding, cutting or torch burning; provide appropriate worker protection in accordance with OSHA Lead in Construction Standard and other applicable regulations.

H. Provide adequate protection of site to prevent leaks and spills of fuel, oil, solvents, grease and other chemicals onto ground or pavement. Place plastic sheeting with berms beneath drill rig, compressor, pump rigs, test engines, welding machines and fuel/oil storage areas. Place absorbent material on plastic sheeting, remove when saturated, and replace with fresh absorbent material. Closely monitor fueling and equipment servicing to prevent leaks and spills. Store absorbent material in dry condition on-site for cleanup of spills.

Project Owner ENVIRONMENTAL PROCEDURES FOR HAZARDOUS MATERIALS New River Improvement Project – Calexico 01 35 44 - 3

3.4 Disposal of Hazardous Wastes
A. Within framework of Federal and State Laws and as prescribed therein, legally dispose of materials categorized as hazardous waste by virtue of ruling of Federal, State or County Regional Environmental Control Agencies.

B. Employ qualified testing laboratory to test for hazardous and toxic components in accordance with CCR Title 22 Division 4.

C. Test results shall include testing laboratory’s determination as to whether or not materials to be disposed of conform to limits set forth in CCR Title 22 for both Soluble Threshold Limit Concentrations (STLC) and Total Threshold Limit Concentration (TTLC) values.

D. Remove, transport and dispose of products or materials deemed hazardous in strict accordance with CCR Title 22, including items scheduled for demolition as well as paint, spent abrasives, solvents, cleaning compounds and contaminated soils. Provide written notification of intent to dispose of waste to State of California Department of Public Health Services whether sold to recycling firm or consigned to hazardous waste hauler.

E. Obtain from consignee a receipt for disposition of these materials and provide certified copy to Owner showing amounts and destination or end use.

F. Dispose of as hazardous waste paint removed or disturbed during progress of Work or demolition debris which contains these paints, either of which contains in excess of 5 ppm (mg/l) Lead or Hexavalent Chromium when tested in accordance with Waste Extraction Test (WET) method of CCR Title 22. Disposal shall conform to applicable laws and regulations.

G. Dispose of Asbestos Cement Pipe (ACP) and Asbestos Containing Construction Material (ACCM) in accordance with requirements of state and Federal law and as follows:

1. Dispose of or protect Asbestos Cement Pipe (ACP) and Asbestos Containing Construction Material (ACCM) in accordance with OSHA Construction Industry Standard for Occupational Exposure to Asbestos Subpart Z, 29CFR 1926.1101 Asbestos.

2. Properly manifest scrap ACP and ACCM and prepare for transport following state and local criteria. Deliver scrap material to landfill permitted for disposal of asbestos containing materials.

3. Each load for disposal at landfill shall be accompanied by manifest indicating ACP or ACCM was properly disposed on and is not Owner’s responsibility. Return completed copy of manifest to Owner after disposal.

4. ACP will only be accepted into permitted landfills if pipe is intact and broken edges are encapsulated using approved products and techniques:
a. Small pieces of ACP pipe < 3’ long shall have broken edges encapsulated with an accepted product and double-wrapped in durable 6-mm plastic film sealed to prevent expulsion of dust particles.
b. Intact ACP pipe spools > 3’ long need not be double-wrapped in 6-mm plastic.

However, broken edges shall be encapsulated with an accepted product.

END OF SECTION
Project Owner ENVIRONMENTAL PROCEDURES FOR HAZARDOUS MATERIALS New River Improvement Project – Calexico 01 35 44 - 4

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Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 1
SECTION 01 40 00

QUALITY REQUIREMENTS
PART 1 - GENERAL

1.1 Work Included
A. Inspection and testing laboratory qualifications, duties and responsibilities.

B. Contractor’s Quality Control Plan and Site Quality Control Plan conforming to ANSI/ASQ E1 for design, procurement, manufacturing, construction, installation and testing activities, ANSI/ASQ E2 for inspection activities related to Work, and ISO 9001 or Owner-accepted substitute for manufacturing facilities.

C. Owner's inspection and testing.

D. General quality requirements.

E. Contractor’s Quality Control Plan and Site Quality Control Plan shall remain in effect for duration of Work.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 33 00: Submittal Procedures
C. Section 01 75 00: Starting and Adjusting
D. Section 01 79 00: System Demonstration and Training

1.3 Reference Standards
A. Reference publications below form part of this specification to extent referenced and are referred to within text by basic designation only.

1. ANSI/ASQ E2 Guide to Inspection Planning

2. ASTM E329 Agencies Engaged in Construction Inspection, Testing, or Special Inspection

1.4 Quality Assurance
A. Work shall conform to Federal, State and local building codes, electrical codes, fire codes, mechanical codes, energy codes, green building standards codes, and plumbing codes, and to Occupational Safety and Health Act (OSHA) Regulations. Nothing in Contract Documents shall be interpreted as permission or direction to violate any governing code or ordinance.

B. Where reference is made to third-party standards such as ANSI, AWWA or ASTM specifications, or standards or codes adopted or promulgated by a public agency, it shall mean latest edition thereof formally adopted and published at time of advertisement for bids.

C. Manufacturer’s production facilities shall be open for inspection by Owner or Owner’s Representative at all times during production and testing of products furnished under this Contract.

1. Notify Owner’s Representative in writing of time and place of factory tests no later than 14 calendar days before they begin.

2. Factory testing shall be performed during normal working hours.

3. Owner may elect to witness, at their expense, factory tests and certifications required by Contract Documents by reporting intent to do so to Contractor.

4. Complete manufacturing operations, checks, adjustments and tests before Owner’s factory inspection.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 2

5. Notify Owner’s Representative promptly if scheduled test or inspection is cancelled or rescheduled. If Owner has given notice of intent to witness testing, Owner will back-charge Contractor for costs incurred by Owner due to Contractor’s failure to promptly notify Owner’s Representative of rescheduling or cancellation of tests and inspections.

6. Unless otherwise specified, testing equipment shall be calibrated by testing agency acceptable to Owner at intervals not to exceed 12 months or following repair or relocating of test equipment.

7. Factory-witnessed tests, where required, shall be completed no sooner than 14 calendar days after written notification is delivered to Owner. Owner will pay travel expenses for Owner’s personnel to and from laboratory performance test location for Work for first test only. If test results indicate, in opinion of Owner’s Representative, that tested equipment fails to meet specified requirements, Owner’s Representative will notify Contractor of performance test failure. Contractor shall thereupon notify Manufacturer to reschedule testing and notify Owner of time of retest. Manufacturer shall thereupon at no expense to Owner, make modifications and perform tests as required to demonstrate compliance with Specifications. Additional costs for job specific travel and subsistence shall be reimbursed to Owner by Contractor.

D. Tests of items at place of manufacture during and/or upon completion of manufacture, shall include material tests, hydraulic pressure tests, electric and instrumentation subsystem tests, performance and operating tests and inspections in conformance with relevant industry standards and as detailed in these Specifications. Tests shall satisfy Owner’s Representative that items tested and inspected comply with Contract requirements.

E. Furnish samples required for testing. Cost of material samples to be tested shall be paid by Contractor. Cost of testing, sampling and laboratory services shall be paid for by Owner or Contractor as shown.

F. Testing by independent testing agencies shall proceed as follows:

1. Testing Agencies shall conform to ASTM E329, shall have 5 years’ minimum experience in appropriate area of specialty.

2. Samples for testing shall be representative of final work product. Samples treated differently from final work product will not yield valid test results.

3. Tests of products shall follow commonly recognized standards of national technical organizations, and specified sampling and testing methods.

4. Contractor shall pay for quality assurance testing unless otherwise shown.

5. Retest costs or other testing costs invoiced to Owner and specified to be paid by Contractor may be deducted from Contractor’s next progress payment in lieu of Contractor’s direct payment of invoice.

6. Owner may test representative samples of each type and size of product furnished using independent testing agency. Failure of samples to pass tests will be deemed sufficient cause to reject entire lot delivered.

G. Testing by Owner shall proceed as follows:

1. Notify Owner’s Representative in writing at least 14 calendar days before Owner testing of materials is required.

2. Written notice shall include name of supplier along with contact information, address and telephone number for source of material.

H. Test equipment (meters, gauges, torque wrenches, sensors, etc.) supplied or used for taking or recording of qualitative data shall:

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 3

1. Have accuracy equal to or exceeding stated acceptance criteria tolerances for test or Work performed.

2. Have current calibration with traceability to National Institute of Standards and Technology (NIST). Supply calibration records.

3. Have traceability to national standards in country of use, subject to acceptance by Owner’s Representative, where such equipment is supplied and used in facilities outside United States.

I. Employ only competent workers on Work. Employed persons found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable or who fail to perform Work properly, acceptably and in accordance with Manufacturers’ installation and warranty requirements, shall be immediately removed from Work by Contractor and not reemployed on Work.

1. Welders shall be AWS certified for type of work they are performing.

2. Fabricators shall have 5 years’ minimum experience in appropriate area of specialty.

3. Deputy Inspectors shall comply with ASTM E329 and have 5 years’ minimum experience in appropriate area of specialty and certified by an industry recognized certification body for a specific area of inspection work.

J. Upon completion of Contract, Work shall be finished, tested and ready for operation. Work shall fulfill its intended purpose as described in Contract Documents, in submittals, and in Manufacturer's literature.

K. Form of evidence of satisfactory fulfillment of installed test and inspection requirements shall be, at Owner’s Representative’s discretion, either tests or inspections carried out in Owner’s Representative's presence, or by certificates and reports of tests and inspections carried out by accepted persons or organizations.

1.5 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Quality Control
Plan

1. Submit Quality Control Plan for planned and systematic activities to cover Work specified under this Contract.

2. Quality Control Plan shall cover:

3. Quality control team organization chart

4. Procedures for preventing nonconforming Work

5. Contractor’s qualifications.

6. Subcontractor qualifications.

7. Material Procurement Control, including sources of materials and procedures regarding traceability of materials.

8. Material testing.

9. Manufacturing schedule.

10. Welding procedures.

11. Individual welder qualification certificates for shop and field welding.

12. Plant QA/QC recordkeeping and means of transmitting records to Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 4

SUBMITTAL DESCRIPTION
Owner.

13. NDE personnel qualifications.

14. NDE Procedures Quality Control record keeping and sign-off forms.

15. Nondestructive Testing.

16. Control and Inspections of fabrication and manufacturing.

17. Shop test and inspection requirements.

18. Packaging and shipping procedures.

19. Storage, handling, erecting and installing instructions.

20. Hold Points. (Tests, inspections, and operations requiring Owner to witness and accept manufacturing operations before further Work may proceed.)

21. Records and Documentation.

22. Material certifications

23. Shop test. NDT, and inspection records. Show accepted test procedure, latest revision, results, date, and name of inspector or tester of examined Work.

24. Engineering calculations

25. Design drawings

26. Warranties

27. Other details regarding adherence to Contract Documents.

Site Quality
Control Plan
Also submit Site Quality Control Plan defining field inspections and tests to ensure work performed on site conforms to Contract Documents and Manufacturers’ Installation Instructions.

Site Quality Control Plan shall cover:

1. Quality control team organizational chart

2. Procedures for preventing nonconforming Work

3. Work instructions and procedures for in-process inspections and testing

4. List of inspections and tests to be performed (photocopies of Contract Documents are acceptable)

5. Data sheets for inspection and testing

6. Testing laboratory qualifications.

7. Deputy Inspector qualifications.

8. Field Test and Inspection Requirements

9. System Integrator qualifications.

10. Paving quality.

11. Concrete quality.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 5

SUBMITTAL DESCRIPTION

12. Welding quality
• Welding operator qualifications.
• Welding Personnel Qualification Records.
• Welding Inspector qualifications.
• Welding rod control procedures.
• Weld Procedure Specifications.
• Weld Procedure Qualifications Records.

13. Painting and Coating System quality

14. Mechanical, Plumbing, and HVAC System quality

15. Electrical and Instrumentation System quality

16. Hold Points. (Tests, inspections, and operations requiring Owner to witness and accept manufacturing operations before further Work may proceed.)

17. Records and Documentation
• Testing laboratory reports
• Contractor’s field inspection reports
• Data sheets
• System demonstration logs
• Warranties

18. Record Drawing procedures

19. Final Inspections and Testing

20. System Demonstration. Refer to Section 01 79 00.

Site Quality
Control Plan
Inspection and
Testing Data
Sheets
Submit completed data sheets for inspections and tests performed on site to Owner’s Representative no later than start of next-day shift.

Certificates of
Compliance
Where specified in Contract Documents or on Owner’s Request submit certificates of compliance prior to shipment or use of products.

Certificate shall be signed by Manufacturer certifying Work provided conforms to or exceeds requirements of Contract Documents.

Attach supporting reference data, affidavits and certifications as appropriate
Transcripts of
Acceptance
Test Results
Submit on Owner’s Request as needed to verify quality of manufactured products.

Report shall describe date and time of test, Work tested, test instrumentation, list of test personnel, calibrations of measuring equipment, test procedure, pass/fail criteria, tabulations of measurements taken, sample calculations, test results, final adjustments and settings, and guaranteed performance data.

Transcripts of acceptance test results shall be in English language.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 6

SUBMITTAL DESCRIPTION
Certificates of
Proper
Installation
Where specified in Contract Documents, where warranties > 1 year are specified, for powered equipment > 2 horsepower, or drawing > 5 amps at 480VAC, or on Owner’s Request, submit Manufacturer’s certificates of proper installation after installation of products.

For powered equipment > 2 horsepower, or drawing > 5 amps at 480VAC, submit Manufacturer’s certificate of proper installation stating:

1. Equipment has been factory-checked or field-checked as necessary and is approved for operation.

2. Equipment operates within allowable limits for vibration.

3. Controls, protective devices, instrumentation, and control panels furnished as part of equipment package are properly installed, calibrated, and functioning.

4. Control logic for start-up, shutdown, sequencing, interlocks, and emergency shutdown have been tested and are properly
functioning.

5. Equipment has been installed and adjusted in accordance with Manufacturer's requirements and is properly aligned and ready for operation.

6. Equipment has been serviced, lubricated and properly prepared to perform in accordance with intent of Contract Documents.

7. Equipment is ready for operation, and Owner’s Staff is suitably instructed in operation and maintenance of equipment.

8. Specified Manufacturer's warranty will commence, and be in full force from date of final acceptance of project or applicable portion of project by Owner.

9. Signer has visited site, inspected equipment and installation, and certifies equipment is ready and suitable for full time operation under full-load conditions.

Certificate shall be signed by Manufacturer and Contractor, certifying material or equipment specified and installed conforms to or exceeds requirements of Specifications and has been inspected by authorized field representative.

Attach supporting reference data, affidavits and certifications as appropriate
Reports of
Installed Test
and Inspection
Results
Provide and use forms acceptable to Owner’s Representative which show test information, including specified operational parameters.

Manufacturer’s
Certification
Submit certification letters on Manufacturer’s letterhead for powered equipment over 2 horsepower.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 7

SUBMITTAL DESCRIPTION
Manufacturer’s
Statement of
Responsibility
Furnish where required in Contract Documents.

1.6 Contractor’s Quality Control
A. Develop Quality Control and Quality Assurance Program for all phases of Work in accordance with ANSI/ASQC E1. Requirements of this section apply to Contractor and subcontractors.

1. Quality Control Plans shall establish authority and responsibility of those responsible for quality program administration, inspections, tests and plan of execution. Organizational charts showing relationship(s) among Contractor’s, subcontractors, management, engineering, purchasing and quality assurance/quality control shall be included in Quality Control Plans.

2. Maintain Quality Control Plan organizational chart to reflect current organization and lines of authority throughout Contract duration.

3. Persons performing quality functions shall be qualified by training, education, or experience and have sufficient and defined authority to enforce quality requirements, to identify, initiate, recommend and provide solutions to quality problems and to verify effectiveness of solutions.

4. Monitor quality control of suppliers, Manufacturers, material, equipment, services, site conditions and workmanship to produce Work of specified quality.

5. Conform to specified standards as minimum quality for Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

6. Perform Work using qualified personnel to produce workmanship of specified quality.

7. Conform to applicable Manufacturer’s instructions and procedures.

8. Program documents shall be available for review by Owner’s Representative.

B. Owner’s Representative reserves right to audit Contractor facilities for purpose of verifying compliance with accepted Quality Control Plan.

1. Quality program records shall be controlled by Contractor to provide easy access for record retrieval and maintenance. Make records available to Owner’s Representative upon request for inspection or Owner’s Representative’s use.

2. Owner’s Representative has right to observe Contractor’s Work including design, manufacture, installation, shop or field inspections and tests.

3. Contractor shall coordinate quality activities with Owner’s Representative.

4. Owner’s Representative may perform or have performed on its behalf factory inspections during manufacture and testing.

5. Provide Owner’s Representative unrestricted access to Contractor’s and Subcontractor’s shops for such inspections.

6. Owner’s exercise of or failure to exercise their right to inspect, witness, test, or audit and subsequent acceptance of Work by Owner’s Representative shall not relieve Contractor of their obligation to comply with terms and conditions of Contract.

C. Subject products, material, and equipment furnished to testing programs at place of manufacture and in field. Products, materials, and equipment will be subject to inspection by Owner’s Representative.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 8

1. Complete shop and field inspections and tests in accordance with its “accepted” Quality Control Plan, and requirements herein. Record and have involved parties sign off on tests, inspections, and examinations, as well as established results.

2. Provide labor, equipment, calibrated instruments, instrumentation, and other test equipment for testing and commissioning. Labor for testing shall include preparation of procedures, wiring and connecting test equipment and instrumentation, test equipment, instrumentation, materials and consumables, supervision of tests, collection and analysis of data and reports and other work necessary for testing.

3. Materials, elements, devices, etc. related to or contemplated for incorporation in equipment during process of manufacture shall be subjected to tests and inspection deemed necessary in Owner’s Representative’s opinion to demonstrate compliance with Contract Documents.

4. Submit test results to Owner’s Representative for acceptance.

5. Acceptance of assemblies, tests and test procedures and acceptance of pertinent test certificates, inspection or waiving of inspections and tests shall in no way relieve Contractor of their contractual obligations for furnishing Work conforming to Contract Documents. Compliance is duty of Contractor, and said duty shall not be avoided by acts or omissions of Owner’s Representative.

6. Perform checks and tests in accordance with:
a. Individual Specification sections.
b. Manufacturer’s and/or Contractor’s standard practices and recommendations. c. Reference and applicable testing standards.
d. Mutual agreement of Contractor and Owner’s Representative based on conditions arising in shop or in field.

7. Evaluate test results and advise Owner’s Representative immediately of discrepancies between test results and test limits or failure of device or system under test. Include test limits for acceptability applicable to each test on certified test records.

8. Furnish, set up, and operate test equipment and facilities. If factory testing facilities are unavailable to Manufacturer or Contractor, conduct tests elsewhere or have them performed by independent facility accepted by Owner’s Representative.

9. Protect material and equipment after testing so subsequent testing of other equipment or systems does not disturb, damage, or interfere with function of previously tested items.

10. If test results do not fulfill requirements specified or if defects attributable to Contractor are found in test results, repair, adjust or replace, and retest failing Work to satisfaction of Owner’s Representative. Repairs shall be subject to acceptance by Owner’s Representative.

D. Contractor’s failure to stop at hold point may be cause for rejection of those items for which notification was not provided, or Contractor may be requested to repeat operation at their expense.

1. Hold Points require written notification in advance of scheduled time of performance as follows:
a. 10 working days for domestic work
b. 15 working days for overseas work.

2. Owner’s Representative may require activities performed without proper notification to be repeated for Owner’s Representative’s observation at Contractor’s expense.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 9
E. Additional specifications and standards for special processes (such as welding, nondestructive testing, etc.) are specified in other sections of Contract Documents.

1. Specifications for special processes located in other sections of Contract Documents are “in addition to” those specified in this section. They do not relieve Contractor from compliance with this section.

2. Should conflicts arise between different or overlapping standards and technical specifications, Owner’s Representative reserves right to determine applicable standard.

F. Arrange work to be readily accessible and easy to operate and maintain where detail drawings are not included in Contract Documents, supplementary drawings or Shop Drawings and submittals.

G. Design products for service intended.

1. Provide rugged construction, of ample strength for stresses which may occur during fabrication, transportation, erection and during continuous or intermittent operation, and transient conditions.

H. Products shall be adequately stayed, braced and anchored and installed in neat and workmanlike manner.

I. Combinations of manufactured equipment shall be fully compatible and work safely and successfully as a unit. Furnish necessary mountings, couplings and appurtenances with each unit.

J. Relocations or adjustment of existing facilities noted in Contract Documents shall be done as needed. If existing items are lost or damaged during construction, replace with new items of equal or better quality.

K. Make field measurements needed to fabricate and install Work before ordering or beginning Work.

1. Make minor changes in alignments and dimensions as needed to remedy or avoid utilities and structural conflicts.

L. If furnished products differ from those shown and which require changes to enclosures, mounting and support structures, power and control circuitry or other work to accommodate furnished product, provide changes required at no additional cost to Owner and of same quality as shown.

M. Nonconforming materials and equipment not meeting Contract standards, criteria, or specifications inadvertently used for this project shall be resolved through price deduction, repair, return to source, scrap, or rework at discretion of Owner’s Representative.

1. Requests for acceptance for deviations or nonconformance to Quality Control Plan shall be made to Owner’s Representative in writing.

1.7 Unit Prices
A. Payment for Contractor-provided testing required in Contract Documents will be included in price bid for items of work for which Contractor-provided testing is specified.

B. Refer to Section 01 22 00 for measurement and payment clauses for quality requirements.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.1 3.1 Inspection
A. Products and Work shall be subject to field and factory inspection and testing in accordance with standards required and defined in Contract Documents. Waiver by Owner of their right to inspect shall not relieve Contractor of duties to comply with Contract Documents.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 10
B. Contractor shall provide and pay for independent inspection, deputy inspection, and testing services required by Contract Documents.

C. Inspection will be provided by Owner's Representative.

1. Inspection shall not be considered as direct control of individual workman and his work.

Inspections, tests, or approvals by Owner's Representative or others shall not relieve Contractor from their duty to perform Work in accordance with Contract Documents.

2. Owner’s Representative will inspect products after delivery and throughout construction process. Products will be subject to rejection at any time on account of failure to meet Contract Documents even though samples may have been accepted as satisfactory at place of manufacture.

3. Provide Owner’s personnel with safe and proper facilities to access and observe Work and to inspect or perform tests.

4. Before backfilling or covering Work, request inspection by Owner’s Representative to verify proper installation of buried or covered Work.

5. Before finishing, request inspection by Owner’s Representative to verify no surfaces to receive product have defects or errors which could result in poor or potentially defective application or cause latent defects in workmanship.

6. If Work is covered contrary to written instructions or work is covered before Contractor requests and receives inspection, uncover it at Contractor's expense, if requested by Owner's Representative. Replace at Contractor's expense.

7. If Owner's Representative considers it advisable covered Work be reinspected or tested by others, at Owner's Representative's written request, uncover Work in question, furnishing necessary labor, products, and tools.

8. If Work is found defective, pay for uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction.

9. If, Work is not found defective, Contractor will be allowed increase in Contract Price, extension of Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction, and a Change Order will be issued.

10. Where shown, Owner will pay for performance of tests, Contractor shall pay cost of failing tests.

D. If Contract Documents, permits, laws, ordinances, rules, regulations or orders of public authorities having jurisdiction require Work to be inspected, tested, or accepted by someone other than Contractor, give Owner's Representative timely notice of readiness.

1. Inspection and testing fees imposed by public agencies other than Owner shall be paid for by Contractor.

2. Submit required certificates of inspection, testing or approval to Owner's Representative.

E. Permit authorized representatives and agents of Federal or State agencies to inspect work, products, and other relevant data and records.

3.2 Installation/Application/Erection
A. Materials and equipment shall be installed by specialists properly skilled in trades and professions required to assure first-class workmanship. Where required by Contract Documents, Contractor shall cause installation of specific equipment items to be accomplished under supervision of factory-trained installation specialists furnished by Manufacturers.

B. Be prepared to document skills and training of workmen engaged in installation of equipment furnished either by Contractor or Owner.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 11
C. Coordinate with Manufacturer when Manufacturer's field services are required. Provide Owner at least 30 days’ written notice prior to need for Manufacturer's field services furnished by Contractor.

D. Install products according to Manufacturer's Installation and Warranty requirements.

E. Install products to tolerances recommended by Manufacturer.

F. Install products according to and at location shown in Plans, Shop Drawings, and submittals.

G. Unless otherwise shown, install equipment true, plumb, and level using precision gauges and levels. Do not shim between machined surfaces.

H. Refer variances between Manufacturer's installation instructions and Contract Documents to Owner’s Representative.

I. Upon completion of Contract, Work shall be finished, tested and ready for operation. Work shall fulfill its intended purpose as described in Contract Documents, in submittals, and in Manufacturer's literature.

3.3 Field Quality Control
A. Frequency of sampling and testing shall be as shown, and shall be performed at such other times as necessary to document contract compliance.

B. Inform Owner’s Representative of installation and testing schedules at least 14 calendar days in advance of tests.

C. Perform field tests in presence of Owner’s Representative in accordance with accepted Field Test Plan.

D. Give full cooperation to Owner’s Representative's inspection at Site during installation. During assembly and installation, Contractor shall request Owner’s Representative's observation of in-progress tests, which will be impossible to check if installation proceeds further.

E. Within 24 hours of completing each in-progress field test, submit test results to Owner’s Representative.

F. Field testing shall include:

ITEM TEST FOR

TEST STANDARD
(ASTM OR OTHER

TEST STANDARD) FREQUENCY
FIRST

TEST PAID
FOR BY

RETESTS

PAID FOR
BY
All Work Installation &
Leakage
Visual inspection of
finished installation
1 inspection Owner Owner
Concrete
Flatwork
Grade
Conformance
Do not deviate from
plan elevation by
> ¾”
All Work Owner Contractor
Steel Work Welds Continuous,
watertight, and
conforming to
Structural Welding
Code of American
Welding Society.

Welds shall be free
of sharp points or
edges
All Work Owner Contractor
Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 12

ITEM TEST FOR

TEST STANDARD
(ASTM OR OTHER

TEST STANDARD) FREQUENCY
FIRST

TEST PAID
FOR BY

RETESTS

PAID FOR
BY
Walls and
Ceilings
Plumb and
Level
Acceptable
deviations from
plumb or level shall
not exceed ¼” in
any 32” section
All Work Owner Contractor
Exposed
Surfaces
Finishing Finished in
appearance. Round
or chamfer corners
of exposed
structural shapes for
personal protection.

All Work Owner Contractor
Roofing
Systems
Leakage Leak-Free
demonstrated by 1-
hour hose test
All Roofing Contractor Contractor
Electrical
Motors
Motor Current Record current in
each phase of each
motor and include in
O&M manual.

Repair or replace
motor or motordriven equipment if
current exceeds
motor nameplate
FLC value.

Each phase of
each motor
Contractor Contractor
Pressure
Pipelines and
Appurtenances
Hydrostatic
Test
Refer to Section 33
08 11, AWWA C600
and AWWA M41
All new ductile
iron pressure
pipe
Contractor Contractor
Leakage No visible leaks
Joints watertight
and airtight
All new piping Owner Contractor
Gravity
Pipelines and
Electrical
Conduits
Horizontal
Alignment
1” maximum
horizontal deviation
from plan alignment
Mirror each
straight
section of pipe
Contractor Contractor
Vertical
Alignment
¼” maximum
horizontal deviation
from plan grades
Mirror each
straight
section of pipe
Contractor Contractor
Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 13

ITEM TEST FOR

TEST STANDARD
(ASTM OR OTHER

TEST STANDARD) FREQUENCY
FIRST

TEST PAID
FOR BY

RETESTS

PAID FOR
BY
Mandrel Test
for
Obstructions
and Pipe or
Conduit
Deflections
SSPWC §306-

1.2.12 Owner’s
Representative
reserves right to
require mandrel
testing to
demonstrate
compliance before
subsequent work
such as paving,
before charging or
commissioning of
piping, or before
installation of wire
within conduit.
1 test per run
of pipe
Contractor Contractor
Video
Inspection
Video entire new
alignment. Submit
copy of video to
Owner
All new gravity
pipe
Contractor Contractor
Gravity
Pipelines
Pressure Test
for Leakage
and Infiltration
Refer to Section 33
08 31
1 test per run
of pipe
Contractor Contractor
All Work Field
Performance
Demonstrate Work
conforms to
Contract Documents
and Manufacturer’s
printed literature
1 test Contractor Contractor
11-month
Warranty
Inspection
Confirm Work
conforms to
Contract Documents
and Manufacturer’s
printed literature
1 test Owner Contractor
G. Repair, correct or replace work failing tests or inspection. Repeat tests at Contractor’s expense, until results satisfy specifications. Repair damages resulting from tests.

H. Repair damage to Work that is not cause for rejection.

I. Work done beyond lines and grades shown on Plans, or extra Work done without written authority of Owner’s Representative will be considered as unauthorized and no compensation will be made therefor. Remove nonconforming materials from site.

J. Remove rejected work from jobsite. Work rejected by Owner's Representative for failure to comply with Contract Documents, shall be removed within 10 calendar days after Written Notice of rejection, whether incorporated in Work or not, unless repairs have been made to Owner's satisfaction.

Project Owner QUALITY REQUIREMENTS
New River Improvement Project – Calexico 01 40 00 - 14
K. Promptly replace and re-execute removed Work in accordance with Contract Documents and without expense to Owner. Contractor shall bear cost of making good Work of other Contractors destroyed or damaged by such removal or replacement.

L. Defective Work or unsuitable materials and/or equipment may be rejected, even though such defective items may have been previously overlooked by Owner’s Representative.

M. If Contractor fails to remedy, remove, replace, or correct Work under provisions of this section within 10 calendar days after receipt of Written Notice, Owner may remove such Work and store products at Contractor's expense. Owner shall have authority to cause defective work to be remedied, or removed and replaced, and unauthorized work to be removed by Owner forces, or otherwise. Further, Owner shall have authority to deduct costs thereof from monies due or to become due to Contractor, or to bring suit against Contractor and Contractor’s sureties for money damages sustained by Owner or for specific performance of contractual obligations of Contractor.

END OF SECTION
Project Owner TEMPORARY FACILITIES AND CONTROLS
New River Improvement Project – Calexico 01 50 00 - 1
SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.1 Work Included
A. Mobilization, storage yard, temporary utilities, construction aids, barriers and enclosures, security, access roads and parking areas, discharge of waters, and temporary controls.

B. Provide necessary temporary facilities and controls required for execution of Work, including, but not limited to:

1. Storage yard and staging areas

2. Field offices,

3. Sheds,

4. Temporary utilities,

5. Temporary controls,

6. Construction aids,

7. Barriers and enclosures,

8. Security,

9. Access roads,

10. Parking areas,

11. Traffic regulation,

12. Storm water SWPPP BMP’s,

13. Dewatering,

14. Temporary water service,

15. Temporary treated wastewater bypassing,

16. Temporary bypassing of the New River.

C. A field office for Owner’s use is required for this project.

D. No attempt is made to set out in detail means or methods necessary to satisfy requirements.

Recognition of requirements is made to assist Contractor in the identification of necessary costs.

1.2 Related Work
A. Section 01 10 03: Coordination
B. Section 01 22 00: Unit Prices
C. Section 01 32 23: Construction Survey Staking
D. Section 01 33 00: Submittal Procedures
E. Section 01 52 13: Field Offices
F. Section 01 57 23: Temporary Storm Water Pollution Control G. Section 01 71 13: Mobilization and Demobilization
H. Section 01 74 00: Cleaning and Waste Management
I. Section 01 77 00: Closeout Procedures
Project Owner TEMPORARY FACILITIES AND CONTROLS
New River Improvement Project – Calexico 01 50 00 - 2
J. Section 31 05 50: Protecting Existing Utilities
K. Section 31 23 19: Dewatering
L. Section 33 01 30: Bypassing Operations

1.3 Submittals
A. Furnish the following submittals:

SUBMITTAL DESCRIPTION
Storage Yard and
staging areas
Description
Submit property owner's written acceptance of storage yard along with City or County Planning Department permit for use of property used as storage yard for project.

Submit description of Contractor’s proposed methods for dust and noise control in storage areas
Construction
Facilities Plan
Submit layout, equipment, materials and procedures proposed for construction of temporary power, telephone, lighting, heating, water, sanitation, field offices and sheds, storm water management, security, dewatering, etc.

Project Signs Submit layout of project signs.

California Division
of Industrial
Safety Excavation
Permit
Submit copy of excavation permit from State Division of Industrial Safety prior to start of excavation.

Hydraulic
Structure and
Pipeline Drainage
Plan
Submit hydraulic structure and pipeline drainage plan as informational submittal 15 days before start of drainage operations.

Describe the following:

Applicable permit requirements
Excavation and shoring plan if different from that shown in other submittals
Planned methods of dewatering
Location and capacity of such facilities as pumps, sumps, collection and discharge lines, and protective fills and ditches required for control of surface water discharges.

Pollution control facilities
Proposed discharge locations
Review will be solely for conformance to requirements of this section with no warranty of whether reviewer believes plan will work.

Well
Construction,
Testing and
Development
Discharge Plan
Submit well construction, testing and development discharge plan as informational submittal 15 days before start of well development and testing.

Describe the following:

Applicable permit requirements
Project Owner TEMPORARY FACILITIES AND CONTROLS
New River Improvement Project – Calexico 01 50 00 - 3

SUBMITTAL DESCRIPTION
Planned methods of dewatering
Location and capacity of such facilities as pumps, sumps, collection and discharge lines, and protective fills and ditches required for control of surface water discharges.

Pollution control facilities
Proposed discharge locations
Review will be solely for conformance to requirements of this section with no warranty of whether reviewer believes plan will work.

Treated
Wastewater
Effluent
Bypassing Plans
Refer to Section 33 01 30.

1.4 Mobilization
A. Obtain temporary easements, which Contractor may require for construction activities outside of existing easements and/or rights-of-way secured by Owner, at Contractor's expense.

B. Remove obstructions in right-of-way before starting construction. Where private property, such as parked cars, must be removed prior to construction, notify respective property owners 72 hours in advance of right-of-way clearing to allow them to remove their property.

1.5 Temporary Dry Utilities
A. Purchase or generate on-site power for Work where existing outlets are not available.

B. Install temporary lighting when Work is performed at night or under deficient daylight conditions to ensure correct performance, to facilitate inspection, and to meet or exceed OSHA and Cal OSHA mandated lighting levels.

C. Construction telephone shall be available at site at all times Work is in progress. Cellular phones are acceptable.

1.6 Temporary Wet Utilities
A. Do not draw water from fire hydrants, except to extinguish fire, without obtaining written permission from applicable water utility and abiding by conditions set forth by water utility B. Construction water shall be furnished at Contractor’s expense.

C. Use of water utility will be under control of Utility provider. Follow requirements and provisions set forth by water utility regarding use of their water.

D. Connect to water utilities using meters and California Division of Drinking Water-approved backflow preventers acceptable to water utility.

E. Pay applicable construction water meter deposits for utility-furnished meters and backflow preventers.

F. If permission is granted to take water through fire hydrants, use one 2½-inch connection for construction water. Reserve remaining outlets for use by fire department.

G. Contractor shall, at their expense, arrange to develop water sources, construct temporary piping, valves and appurtenances needed to connect to water utility, and collect, load, transport, and apply water as needed for compaction, testing, concrete work, dust control, and other construction use.

Project Owner TEMPORARY FACILITIES AND CONTROLS
New River Improvement Project – Calexico 01 50 00 - 4
H. Construction water shall be clean and free from objectionable deleterious amounts of acids, alkalis, salts, or organic materials.

I. Use potable water for moisture conditioning of backfill in water pipeline trenches, and flushing of potable waterlines and untreated waterlines.

J. Provide abundant supply of safe drinking water on jobsite at all times.

K. Post orders against drinking, washing, or bathing in any water in vicinity of Work known to be unsafe.

L. Provide suitable and conveniently located toilets, sanitation, and hand washing facilities for workers, and comply with rules and regulations of State Board of Health and/or other bodies having jurisdiction. Leave Contractor-provided toilets and sanitation facilities at site until final inspection has been made.

M. Leave Contractor-provided toilets and sanitation facilities at site until final inspection has been completed.

N. Do not use public sanitation facilities without written permission.

O. Clean toilets at least once per week until project completion.

P. Do not interrupt water service or wastewater conveyance and disposal without prior written permission from Owner.

Q. Following final inspection remove temporary sanitation facilities and leave site in neat and sanitary condition.

1.7 Access Roads and Parking Areas
A. Construct and maintain access or haul roads required for project, and personnel movement into and within construction and excavation areas, subject to prior acceptance by Owner.

Access facilities shall provide for surface drainage. Install and remove earth ramps as needed to protect concrete and asphalt curbs. Areas used for temporary access, haul roads and access from public roads shall be graded and restored to original. Grade conditions to Owner's satisfaction.

B. When entering or leaving roadways carrying public traffic, Contractor’s equipment, whether empty or loaded, shall yield to public traffic.

C. Do not block access roads or entrances unless otherwise accepted by Owner’s Representative. Maintain at least one-way traffic. Provide signs, traffic cones and other barriers for traffic detours.

D. Location of Contractor storage and parking areas on Owner’s property will be designated by Owner’s Representative, subject to change as operational requirements dictate.

E. Access to site for Contractor’s and sub-contractor’s employees, materials, tools, and equipment shall be from public roadways. Damage to off-site and on-site roads shall be repaired in kind at no cost to Owner or property owners.

F. Follow requirements of traffic control plan for haul routes and site access. If special circumstances require modifications to established haul routes and site access, consult with Owner and governing authorities for exceptions to traffic control plan requirements. If no traffic control plan is in effect, consult with Owner and governing authorities, and establish thoroughfares to be used as haul routes and site access.

G. Immediately remove spillage resulting from hauling operations along or across public right-ofway.

H. Sweep or wash streets along haul routes daily during hauling operations.

I. Treat access roads and parking areas as needed to control dust and prevent tracking of mud onto paved streets.

Project Owner TEMPORARY FACILITIES AND CONTROLS
New River Improvement Project – Calexico 01 50 00 - 5
J. Refer to Section 01 74 00 for cleaning requirements for access roads.

1.8 Dust Control
A. Dust control operations shall prevent construction dust from harming or annoying persons living in or occupying buildings near Work.

1. Use water or dust preventative to control dust.

2. Cover or wet loads of excavated material, rubbish leaving site, or material being imported to prevent blowing dust.

3. Employ dust control measures to Owner’s satisfaction throughout project duration.

1.9 Noise Control
A. Noise control shall conform to local noise ordinances and OSHA regulations for acceptable noise exposure.

1. Schedule Work to comply with noise ordinances.

2. Install sound barriers if needed to comply with noise ordinances and Contract Documents.

3. Equip internal combustion engines in vehicles and construction equipment with manufacturer-recommended mufflers.

4. Do not operate noise-generating construction equipment except during normal working hours unless written permission is obtained from City’s Representative.

5. Back up bells on equipment may only be operated between 7:00 a.m. and 5:00 p.m.

Monday - Friday.

6. Do not use air compressors or operate diesel engine-driven equipment between 5:30 p.m. and 7:00 a.m. Monday-Friday.

7. Temporary generators will be permitted to operate between 7:00 a.m. and 5:30 p.m.

Monday – Friday providing generator noise level does not exceed 85 dB at 3 feet.

8. If noise at doorstep of a private residence exceeds allowable noise specified, Owner may require Contractor to pay each affected household $200 per day to cover expenses of alternative lodging.

1.10 Fire Protection
A. Minimize fire danger at and near construction site.

B. Protect surrounding private property from fire damage resulting from construction operations.

1.11 Traffic Regulation
A. Maintain traffic control at all times and protect Work area, equipment, personnel, private property, and public with adequate barricades, lights, signs, and warning devices per Work Area Traffic Control Handbook (WATCH) Manual, or Owner-accepted traffic control plan prepared for the project, and at direction of Owner’s Representative.

B. Implement whatever traffic control measures may be required to facilitate Work of this contract, at no additional cost to Owner.

1.12 Waterway Protection
A. Enforce strict on-site handling rules to keep construction and maintenance materials out of receiving waters, including, but not limited to:

1. Store reserve fuel supplies only within confines of designated construction staging area.

2. Refuel equipment only within designated construction staging area.

3. Regularly inspect construction vehicles for leaks.

Project Owner TEMPORARY FACILITIES AND CONTROLS
New River Improvement Project – Calexico 01 50 00 - 6
B. Clearly mark and stake on ground construction and staging areas shown on Plans. Heavy equipment use outside this area shall be prohibited. Construction staging areas shall be designed to contain contaminants such as oil, grease, and fuel products, so they do not drain toward receiving waters or storm drain inlets. If heavy-duty construction equipment is stored overnight adjacent to potential receiving waters, place drip pans beneath machinery engine block and hydraulic systems.

C. Construct silt fence around disturbed soil areas and take measures necessary to prevent erosion and transport of sediment into waterway.

D. Stockpile excavated material within construction staging area. Cover stockpiles with plastic sheets to prevent erosion.

1.13 Surface Water Diversions and Dewatering
A. Refer to Section 31 23 19 for surface water diversion and dewatering requirements.

1.14 Protection from Weather
A. Heat and ventilate work areas to protect Work from damage by freezing, high temperatures, weather, and to provide safe environment for workers.

1.15 Vector Control
A. Provide rodent and pest control as necessary to prevent infestation of construction or storage areas. Employ methods and use materials which will not adversely affect conditions at site or on adjoining properties.

1.16 Odor Control
A. Furnish labor, materials, and equipment required to prevent discharge of nuisance odors from Contractor’s operation into atmosphere in such quantity as will violate regulations of legally constituted authorities.

B. Notify Owner’s Representative at least 48 hours in advance of potential odor-causing activities scheduled for construction.

1.17 Protection of Existing Improvements
A. Avoid injury or damage to existing improvements, monuments, benchmarks, adjacent property, trees and shrubbery, historical or archeological artifacts or human remains that are not to be moved. Protect poles, fences, signs, property corners, underground pipe and conduit, and other improvements within or near Work area. If such objects, or improvements, are injured or damaged by Contractor's operations, they shall be replaced or restored, at Contractor's expense, to condition at least equal to that prior to mobilization.

B. Refer to Section 01 32 23 for procedures to protect monuments, survey markers, and bench marks:

C. Refer to Section 01 35 43 for procedures to protect wildlife, and historical or archeological artifacts or human remains:

D. Protect landscaping, vegetation, and irrigation facilities as follows:

1. During progress of construction take proper precautions to prevent damage to trees, plants, and shrubs.

Calexico City CouncilAugust 10, 2022

Calexico City Council
August 10, 2022